APPROVED PLN BLD FIR-BLD2023-0685+Architectural_Plan+6.2.2023_10.01.06_AM+3583828ABBREVIATIONS:
ADJ. ADJUSTABLE
A/C AIR CONDITIONING
ALT. ALTERNATE
A.B. ANCHOR BOLT
ABV. ABOVE
A.F.F. ABOVE FINISHED FLOOR
ARCH, ARCHITECTURAL
AUTO. AUTOMATIC
ASPH. ASPHALT
BM. BEAM
BRG. BEARING
BET. BETWEEN
B.L. BUILDING LINE
BLK. BLOCK
BLKG. BLOCKING
BD. BOARD
BOT. BOTTOM
BLDG. BUILDING
CAB. CABINET
CPT. CARPET
CLG. CEILING
CLG. WT. CEILING WEIGHT
CEM. CEMENT
CTR. CENTER
C.T. CERAMIC TILE
CLR. CLEAR (ANCE)
CLO. CLOSET
COL. COLUMN
CONC. CONCRETE (CAST -IN -PLACE)
COMB. COMBUSTION
CMU CONCRETE MASONRY UNIT
CONST. CONSTRUCTION
CONT. CONTINUOUS OR CONTINUE
CJT. CONTROL JOINT
CORR. CORRIDOR
C.W. COLD WATER
CIR. CIRCLE
CLKG CAULKING
C.J. CEILING JOIST
CSMT CASEMENT WINDOW
DET. DETAIL
DIAG. DIAGONAL
DIA. DIAMETER
DIF. DIFFUSER
DIM. DIMENSION
DISP. DISPENSER
DR. DOOR
DN. DISHWASHER
DWR DRAWER
DWG. DRAWING
DIV. DIVISION
DN. DOWN
DS. DOWNSPOUT
ELEC. ELECTRICAL
EA. EACH
EQ. EQUAL
EQUIP. EQUIPMENT
EXH. EXHAUST
EXIST. EXISTING
EXT. EXTERIOR
FIN. FINISH
FLR FLOOR
F.D. FLOOR DRAIN
F.B. FLOOR BREAK
FLUOR. FLUORESCENT
FT. FOOT
FTG. FOOTING
FIND. FOUNDATION
FURR. FURRED (ING)
FUT. FUTURE
FR. FRENCH
F.A.U. FORCED AIR UNIT
F.O.5. FACE OF STUD
F.G. FINISH GRADE
F.S. FREE STANDING
F.J. FLOOR J015T
G.A. GAUGE
GALV. GALVANIZED
G.C. GENERAL CONTRACTOR
GL. GLASS, GLAZING
GL. BILK. GLASS BLOCK
GYP. BD. GYPSUM BOARD
GYP. GYPSUM
G.I. GALVANIZED IRON
GWB. GYPSUM BOARD
WDW. HARDWARE
HDR. HEADER
W.V.A.C. HEATING/VENTING/
AIR CONDITIONING
HT. (HGT.) WEIGHT
N.C. HOLLOW CORE
N.M. HOLLOW METAL
HORIZ. HORIZONTAL
N.B. W05E BIBB
PR. HOUR
HYD. HYDRANT
IN. INCH
INCL. INCLUDE (ED) (ING)
INSUL. INSULATE
INT. INTERIOR
KIT. KITCHEN
LAM. LAMINATE
LAV. LAVATORY
LAUN. LAUNDRY
LVR. LOUVER
LTG. LIGHTING
LT. LIGHT
M.B. MACHINE BOLT
MFR. MANUFACTURE (R)
NAB. MASONRY
M.O. MASONRY OPENING
MATL. MATERIAL
MAX. MAXIMUM
MECH. MECHANIC (AL)
MED. MEDIUM
MEMB. MEMBRANE
MTL. METAL
MIR. MIRROR
MISC. MISCELLANEOUS
MIN. MINIMUM
MILD. MOLDING
N.T.S. NOT TO SCALE
OFF. OFFICE
O.C. ON CENTER
O.N. OVER HEAD
O.N.C. OVER HEAD CABINET
O.N.D. OVER HEAD DOOR
OPG. OPENING
OPT. OPTION, OPTIONAL
065. OBSCURE
PIC PICTURE WINDOW
PNL. PANEL
P.BD. PARTICLE BOARD
PL. PLATE
PLWD. PLYWOOD
PVC. POLYVINYL CHLORIDE
P.S.F. POUNDS PER SQUARE FOOT
P.S.I. POUNDS PER SQUARE INCH
P.L. PROPERTY LINE
PR. PAIR
RAD. RADIUS
REF. REFERENCE
REINF. REINFORCE (D) (ING)
RM. ROOM
R.O. ROUGH OPENING
SCH. SCHEDULE
SHT. SWEET
SIM. 51MILAR
S.C. SOLID CORE
S.G. (or 5G) SAFETY (TEMPERED) GLASS
SGD SLIDING GLASS DOOR
5GL. SINGLE
SPEC. SPECIFICATION
50. SQUARE
5TD. STANDARD
5TL. STEEL
STOR. STORAGE
STRUCT. STRUCTURAL
SIM. SIMILAR
SYS. SYSTEM
5WTG. SWEATING
TEL. TELEPHONE
T.V. TELEVISION
TEMP. TEMPERED
THRES. THRESHOLD
TtG TONGUE AND GROOVE
T.0.5, TOP OF SLAB
T.O.P. TOP OF PLATE
TYP. TYPICAL
T.BM. TOP OF BEAM
TPL. TOP PLATE
U.N.O. UNLESS NOTED OTHERWISE
VEST. VESTIBULE
VYL VINYL COMPOSITION TILE
V.I.F. VERIFY IN FIELD
W.C. WATER CLOSET
HP. WATER PROOFING
w/ WITH
WIN. WINDOW
w/o WITHOUT
ND. WOOD
WtD WASHER AND DRYER
W.1. WROUGHT IRON
W.N. WATER HEATER
W.R.G.B. WATER RESISTANT
GYPSUM BOARD
W/5 WIRE SHELF
APPROVED BY PLANNING
L'
Jul 24 2023
PRE INTERNAL PLAN
NAILING LEGEND
PLAN NAME LETTERS:
FOUNDATION TYPE:
F = FLAT (2-STORY, 3-STORY,
TALL CRAWL)
D = "DAYLIGHT" BASEMENT
T = "TUCK -UNDER" GARAGE
LAST NUMBER OF CODE CYCLE
YEAR:
(2018, 2021, ETC.)
CODE REFERENCES
INTERNATIONAL RESIDENTIAL CODE: 2018
INTERNATIONAL MECHANICAL CODE: 2018
INTERNATIONAL FIRE CODE: 2018
UNIFORMED PLUMBING CODE: 2018
WASHINGTON STATE ENERGY CODE: 2018
ANSI/AF t PA SDPWS 2018
11 0
10,
40
P;I: A, ft-0 2" . . . . . . . . . . . . ZEE:
Pacific Ridge Series "
r- - - - - - - - - - - - - - - - - - -
I SEPARATE PLUMBING PERMIT ,
REQUIRED FOR THIS PROJECT.
L-------------------
SQUARE FOOTAGE COUNTS
HEATED SPACE SF:
FINISHED BASEMENT SF: N/A
FINISHED FLOOR I (MAIN FLOOR) SF: 145q
FINISHED FLOOR 2 (UPPER FLOOR) SF: 1861
TOTAL HEATED SF: 3320
HEATED t UNHEATED SPACE SF:
FL/4N NAME
POPLAR (FCFB)
15' ELEV/4T�CN
FINISHED BASEMENT SF:
N/A
FINISHED FLOOR I (MAIN FLOOR) SF:
145q
FINISHED FLOOR 2 (UPPER FLOOR) SF:
1861
GARAGE OPT. 1 (WITHIN BLDG FOOTPRINT):
53q
GARAGE OPT. 2
(w/ 5' x '20' GARAGE EXTENSION (BUMP -OUT):
N/A
GARAGE OPT. 3 (w/ 10' x '20'
(1) ONE CAR GARAGE BAY):
N/A
COVERED BACK PATIO OR DECK SF:
N/A
COVERED FRONT PORCH SF:
45
UPPER FLOOR FRONT DECK SF:
N/A
TOTAL HEATED * UNHEATED SF:
3904 (GARAGE OPT. 1)
N/A (GARAGE OPT. 2)
N/A (GARAGE OPT. 3)
City Of Edmonds
Building Department
Work NEW SFR
-------------------------------------
Address
23905 91 ST PL W LOT 4
---- ---------------------
Owner BRACKETT S RESERVE
------------
Approved Date 7/24/2023
Building Official /li?.lPj/( '61004E
Permit Number BLD2023-0685
----------------------------------------
PLAN DETAILS/ PLUM5ING/ MECN. INFO
BLDG TYPE: SINGLE FAMILY
MAX. BLDG DIMENSIONS
(INC. 3RD CAR GARAGE): 36' WIDE x 5q' DEEP
MAX. NUMBER OF BEDROOMS: 5
EXHAUST FANS: 6
GAS PIPING CONNECTIONS: I
HEAT SOURCE: ELECTRIC
HEAT TYPE: HEAT PUMP
NUMBER OF HEAT UNITS: I
FIREPLACE TYPE: ELECTRIC
BATHROOM SINKS: 5
BATHTUB OR COMBO's: 2
CLOTHES WASHERS: I
DISHWASHER: I
FLOOR DRAINS: 0
KITCHEN SINKS: I
LAUNDRY SINKS: 0
SHOWER STALLS (SHOWER PANS): 2 Approved
TOILETS: 3 DFM Chris gust
South County Fire
WATER HEATER: ELECTRIC Date: 07/13/2023
WATER SERVICE LINES: 1
07-13-2023
PLAN REVIEW
NOTES: APPROVED WITH CONDITIONS:
1. A SEPARATE PERMIT SUBMITTAL IS FOR A RESIDENTIAL
SPRINKLER SYSTEM IS REQUIRED. A RECOMMENDED
FLOW -THROUGH DESIGN WILL MEET SPECIFICATIONS AND REDUCE
EQUIPMENT AND CONTINUAING MAINTENANCE REQUIRMENTS.
PROVIDE A MINIMUM COMBINATION WATER SERVICE OF ONE INCH
(1") METER AND ONE AND ONE HALF (1 1/2") SERVICE LINE OR SHOW
THAT THE DOMESTIC AND FIRE PROTECTIONS NEEDS CAN BE MET
WITH A SMALLER SERVICE.
2.4 INCH ADDRESS CHARACTERS WITH 1/2 INCH STROKE TO BE
INSTALLED ON THE HOUSE VISIBLE FROM THE STREET IN
CONTRASTING COLOR TO THE BACKGROUND. ADDITIONAL ADDRESS
SIGNS MY BE REQUIRED IF NOT VISIBLE FROM THE STREET.
DFM BURT
ARCP 7ECTURAL DRAWING INDEX
Al COVER SHEET
PCN
PLAN CHANGE NOTICE WRITE-UP
A2C
FRONT/SIDE ELEVATIONS
A3C
REAR/SIDE ELEVATIONS
A4
MAIN FLOOR PLAN
A5
UPPER FLOOR PLAN
AGC
FRAMING PLANS: ARCHITECTURAL INFO,
A7
ELECTRICAL PLANS
A9
ARCHITECTURAL DETAILS
A10
WATER INTRUSION DETAILS
All
WSEC OPTIONS t CALCS
501
STRUCTURAL NOTES
502C
FOUNDATION PLAN
503C
MAIN FLOOR FRAMING
503C
MAIN FLOOR FRAMING
5O4C
UPPER FLOOR FRAMING
505C
ROOF FRAMING
SOG
STRUCTURAL DETAILS
507
STRUCTURAL DETAILS
S08
STRUCTURAL DETAILS
509
STRUCTURAL DETAILS
CITY OF EDMONDS NOTES
COMMUNITY NAME: BRACKETT's RESERVE
LOT #: 4
ADDRESS: 23C105 91ST PLACE W EDMONDS WA C18026
FIRE SPRINKEES REQ'D? YES
FIRE NOTES:
1) AN APPROVED AUTOMATIC SPRINKLER SYSTEM SHALL BE INSTALLED IN DWELLINGS EXCEEDING
3000 SF OF FIRE AREA. FIRE AREA INCLUDES COVERED PORCHES, DECKS OVER 4' AND DOES NOT
INCLUDE FIRE SEPARATED GARAGES.
NOTE: REFER TO STAMPED IS' SHEETS PREPARED BY BTL ENGINEERING
FOR ALL STRUCTURAL INFORMATION t ITEMS
DESIGNER t BUILDER
PACIFIC RIDGE BONES
JASON ATKIN
ARCHITECTURAL PLANS $ PERMIT COORDINATOR
jwatkin@pacificridgehomes.com
17921 BOTHELL-EVERETT HIGHWAY SUITE 100
BOTHELL WA 98012
PHONE: (425) 438-8444
STRUCTURAL ENGINEER
BTL ENGINEERING
1g011 WOODINVILLE SNOHOMISH ROAD NE SUITE 100
WOODINVILLE WA g8072
PHONE: (425) 814-8448
REVISION REV # DATE
2018 IRC t WSEC UPDATES 0.00 02/15/2023
RECEIVED
Jun 08 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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COPYRIGHT NOTICE: THIS
PLAN 15 OWNED BY PACIFIC
RIDGE HOMES. USE OF THIS
PLAN 15 PROHIBITED BY LAW
WITHOUT PAYMENT OF
LICENSE FEE TO PACIFIC
RIDGE HOMES.
PLAN SUMMARY
LOWER LEVEL OR BASEMENT 50. FT.:
N/A
MAIN LEVEL SQ. FT.:
1459
UPPER LEVEL 50. FT.:
1861
TOTAL AREA 50. FT.:
3320
GARAGE AREA 50. FT.:
53q
HEAT SOURCE:
ELECTRIC
ARCHITECTURAL PLANS COORDINATOR:
JWA
ENGINEER:
BTL ENGINEERING
REVISION:
SEE REVISION LOG
GENERAL SCALE U.N.O.
SCALE: Yd" = 11_011
SHEET CONTENTS
COVER
SPEET
Al
ELEVATION NOTES:
I. CONTRACTOR SHALL VERIFY ALL NOTES, MATERIALS t CONDITIONS PRIOR TO
CONSTRUCTION.
2. CAULK ALL EXTERIOR JOINTS 4 PENETRATIONS.
3. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING t COUNTER
FLASHING @ ALL ROOF PENETRATIONS, CHIMNEYS 4 SKYLIGHTS.
4. PROVIDE CONTINUOUS GUTTERS # DOWNSPOUTS @ ALL EAVES, TYP.
5. PROVIDE HEADER FLASHING @ ALL DOORS, WINDOWS t SHUTTERS PER DETAIL
6. ALL PAPER AND TAPE TO LAP FROM TOP DOWN
7. HOLD ALL SIDING MATERIAL 12" OFF ROOF
8. HOLD ALL SIDING MATERIAL 6" OFF FINISHED GRADE
9. SOFFIT ALL FLAT AREAS w/ l2" OVERHANG @ HORIZ. EDGES
10. METAL FLASHING @ ALL HORIZ. TRIM t SIDING BREAKS
11. RUN 2ND LAYER OF TAR PAPER VERT. @ INTERIOR t EXTERIOR CORNERS
UNLESS TAR PAPER IS CONTINUOUS
12. FOUNDATION VENTS TO BE SPACED PER PLAN
13. ALL FOUNDATION VENTS ON STREET SIDE OF HOUSE I.E. FRONT $/OR SIDE 4
GABLE END t GARAGE FRESH AIR VENTS TO BE LOUVERED
14. EXTERIOR LIGHT BLOCKS AT ALL FRONT ENTRY'S SHALL BE INSTALLED AT
7'4' A.F.F.
15. THE TOP OF THE EXTERIOR LIGHT BLOCKS AT GARAGE SHALL ALIGN WITH
TOP OF THE GARAGE DOOR TRIM
16. ALL LIGHT BLOCKS ON STONE FACADE TO BE FURRED OUT AN ADDITIONAL 0/"
21. GUTTERS TO LAP UNDER DRIP EDGE @ EAVES. HOLD 1Y" DRIP EDGE OUT y"
AWAY FROM FASCIA TO ACCEPT GUTTERS TO LAP UNDERNEATH
22. ALL TRIM WORK TO BE APPLIED PRIOR TO SIDING MATERIALS (SIDING TO
BUTT UP TO TRIM WORK)
23. CEILING OF EXTERIOR BACK DECK TO BE FLAT.
NOTE: REFER TO STAMPED IS' SHEETS PREPARED BY BTL ENGINEERING
FOR ALL STRUCTURAL INFORMATION 4 ITEMS
20Lol
w
fOF GARAGE 24 MATERIAL WITH
$ BLOCK Y811 BEVEL CUT.
`r o FURR OUT 1 Y" FOR
STONE VENEER
�12 � ADDRESS NUMBERS BLOCK
SCALE I I 0
NOTE: ALL EXPOSED FASTENERS TO BE SEALED
It CAULK EXPOSED NAILS WITH ROOFING TAR
SIDING R
ROOF TO
FLASHING
ROOFING
ROOFING
E2� LOWER ROOF @ WALL
SHEATHING
SIDING PER ELEV.
GALV. METAL
FLASHING
2x WHITE WOOD
PER PLAN
FLASHING BEHIND
TRIM. EXTEND UNDER
ADJACENT FINISH AS
REQUIRED.
SIDING PER ELEV.
SIDING TO SIDING
�IDR ZONTAL TRANSIT�10N
E34.2
SCALE: 3"
HOUSE CORNER
BEYOND
METAL FLASHING
ROOFING - CAULK
EXPOSED NAILS w/
ROOFING TAR
ROOFING
ROOFING FELT
SIDING
PER ELEV
GALV MTL
FLASHING
2x W.W., PER PLAN
ROUGH SAWN F
PLY SOFFIT
SIDING PER ELEV
SECTION AT OVER�IANG
1 SCALE: 3/4" = I'-0"
SIDING
I11 SIDE OF
HOUSE
A4
70 F� x 2 INSET
FRONT OF
CORNER TRIM
HOUSE
@TYP CORNER TRIM
SCALE:
PROVIDE BLDG PAPER
SEPARATION BTWN
HOUSE AND ROOF
FRAMING, 611 MIN
E15 RAKE FLASP NG DETAIL
SCALE: 1" = 1'-0"
SIDING OR NARDIE
DANEL PER PLAN.
FLASHING
2x W.W. PER PLAN
2x SLOPED SILL
WITH DRIP EDGE
PROVIDE 2"0 POLE w/ VENT
INSERT AT TOP t BOTTOM OF
COLUMN, FACING THE HOUSE
(2) 2x4 PT BTM PLATE
FLASHING
WEEP SCREED OR
DRIP SCREED
2" MIN. BEAD SEAL
UNDER FLASHING
FRONT PORCH COLUMN
I D I NG�13SE
SCALE: 1" =
SIDING
III SIDE OF HOUSE
2x4 INSET CORNER TRIM
FRONT / BACK
OF HOUSE
E� TYP CORNER TRIM
SCALE: I" = 1'-011
+ FIR OUT 114211 loll
# FIR OUT I Y" 7%n FOR STONE VENEERUIV
51
FOR STONE VENEER X HOLE
5y" 3%" 0 HOLE
%" BEVEL �_� 5 ��
CUT BEVEL CU7 BEVEL
Ul- IT: CUT
TYP. BLOCK: NOSEBIB TYP. BLOCK: EXT. TYP. BLOCK: TANKLESS
LIGHT FIXTURE NW NEATER VENT
TYP. NOSE BIB BLOCK, EXT. LIGHT FIXTURE
BLOCK, t TANKLESS NN NEATER VENT BLOCK
ROOFING PER SPEC
1/211 ROOF
SHEATHING
GABLE END
TRUSS
SCALE: 1/2"=1'-0"
5/4x KEYSTONE
RAKE FLASH'G
AS REQUIRED
q0°
Ix4 TRIM
5/48 BARGE BOARD
2x6 SPF SUB -BARGE
FLAT OUTRIGGER
@ 24"oC
HARDIE SMOOTH LAP
w
SIDING w/ 4" REVEAL
L,,,—GALV MTL FLASHING
sk
2x3 SLOPED SILL
WITH DRIP EDGE
2xG BAND
SIDING PER PLAN
BARGE, KEYSTONE, PEDIMENT DETAIL
SCALE: 3/4" = 1'-0"
UPPE
WDW
S
UPPE
`ID % MAIN
WDW
MAIN
Ix FRIEZE
PER ELEVATION
Ixl2 FRIEZE BOARD,
TYP. WHERE SHOWN
5/46 BARGE
BOARD w/ lx4 CA2E
TRIM, EXTEND 611
PAST EAVES
8.25" / 7" REVEAL HARDIE
CEDARMILL LAP SIDING,
TYP WHERE SHOWN
E1.1
1611 HARDIE SMOOTH N4RE
OCCURS
MULTI -GROOVE PANEL
(VERTICAL INSTALL.)
ADDRESS E12.
BLOCK A2E
EXT WALL E12
LIGHT WITH A2E
SIDING BLOCK
2x10 GARAGE WRAP,
INSTALL PROUD OF
INSIDE TO CAPTURE
GARAGE DRYWALL
HOSE BIBB w/ El2
SIDING BLOCK A2E
WS I
TYP A10 Aj
486.04
MAX. HT. ALLOW. = 48518'
0
RIDGE (EL. 483.911)
5:12 12
5
UPPER PLATE
WDW NDRS
LIFA10
TYP
LJ
EI uO aO
A2B s
TYP.
E24 WHERE
12 A2B 34. occuRs
A2B UPPER FLOOR
TYP
siM. 2B MAIN PLATE
FRONT ELEVA70N lE3'
WDW NDRS
461.04
A.E.G. = 460.98' _
r-
MAIN FLOOR
F.F. = 457.30'
m
SE ELEV. = 454.80' _
RECEIVED
Jun 08 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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COPYRIGHT NOTICE: T14I5
PLAN 15 OWNED BY PACIFIC
RIDGE HOMES. USE OF THIS
PLAN 15 PROHIBITED BY LAW
WITHOUT PAYMENT OF
LICENSE FEE TO PACIFIC
RIDGE HOMES.
PLAN SUMMARY
LOWER LEVEL OR BASEMENT 50. FT:
N/A
MAIN LEVEL 50. FT.:
1459
UPPER LEVEL S0. FT:
1861
TOTAL AREA S0. FT.:
3320
GARAGE AREA SO. FT.:
53q
HEAT SOURCE:
ELECTRIC
ARCHITECTURAL PLANS COORDINATOR:
JWA
ENGINEER:
BTL ENGINEERING
REVISION:
SEE REVISION LOG
GENERAL SCALE U.N.O.
SCALE: YII = 11-011
SHEET CONTENTS
FRONT $ SIDE
ELEVATIONS
'Cl ELEVATION
A2A
UPPER PLATE
WDW NDRS
co
UPPER FLOOR
�Q
MAIN PLATE
WDW NDRS
co
MAIN FLOOR
L. U
®
HEAP
ATION
L L L
MAIN FLOOR
c
`�
HEAT PUMP
ELECTRICAL
HOOK UPol
AI_/ 11
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ELEVATION NOTES:
1. CONTRACTOR SHALL VERIFY ALL NOTES, MATERIALS t CONDITIONS PRIOR TO
CONSTRUCTION.
2. CAULK ALL EXTERIOR JOINTS t PENETRATIONS.
3. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING * COUNTER
FLASHING @ ALL ROOF PENETRATIONS, CHIMNEYS t SKYLIGHTS.
4. PROVIDE CONTINUOUS GUTTERS t DOWNSPOUTS @ ALL EAVES, TYP.
5. PROVIDE HEADER FLASHING @ ALL DOORS, WINDOWS t SHUTTERS PER DETAIL
6. ALL PAPER AND TAPE TO LAP FROM TOP DOWN
7. HOLD ALL SIDING MATERIAL l/" OFF ROOF
8. HOLD ALL SIDING MATERIAL 6" OFF FINISHED GRADE
Cl. SOFFIT ALL FLAT AREAS w/ 12" OVERHANG @ HORIZ. EDGES
10. METAL FLASHING @ ALL HORIZ. TRIM t SIDING BREAKS
11. RUN 2ND LAYER OF TAR PAPER VERT. @ INTERIOR t EXTERIOR CORNERS
UNLESS TAR PAPER IS CONTINUOUS
12. FOUNDATION VENTS TO BE SPACED PER PLAN
13. ALL FOUNDATION VENTS ON STREET SIDE OF HOUSE I.E. FRONT */OR SIDE t
GABLE END * GARAGE FRESH AIR VENTS TO BE LOUVERED
14. EXTERIOR LIGHT BLOCKS AT ALL FRONT ENTRY'S SHALL BE INSTALLED AT
7'-6" A.F.F.
15. THE TOP OF THE EXTERIOR LIGHT BLOCKS AT GARAGE SHALL ALIGN WITH
TOP OF THE GARAGE DOOR TRIM
16. ALL LIGHT BLOCKS ON STONE FACADE TO BE FURRED OUT AN ADDITIONAL V2II
21. GUTTERS TO LAP UNDER DRIP EDGE @ EAVES. HOLD l/" DRIP EDGE OUT Y4'
AWAY FROM FASCIA TO ACCEPT GUTTERS TO LAP UNDERNEATH
22. ALL TRIM WORK TO BE APPLIED PRIOR TO SIDING MATERIALS (SIDING TO
BUTT UP TO TRIM WORK)
23. CEILING OF EXTERIOR BACK DECK TO BE FLAT.
SECTLN A -A -
SCALE: 1/4" = I'-o" RECEIVED
Jun 08 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
COPYRIGHT NOTICE: THIS
PLAN 15 OWNED BY PACIFIC
RIDGE HOMES. USE OF THIS
PLAN 15 PROHIBITED BY LAW
WITHOUT PAYMENT OF
LICENSE FEE TO PACIFIC
RIDGE HOMES.
PLAN SUMMARY
LOWER LEVEL OR BASEMENT SQ. FT.:
N/A
MAIN LEVEL SQ. FT.:
1459
UPPER LEVEL SQ. FT.:
1861
TOTAL AREA 50. FT.:
3320
GARAGE AREA 50. FT.:
539
HEAT SOURCE:
ELECTRIC
ARCHITECTURAL PLANS COORDINATOR:
JWA
ENGINEER:
BTL ENGINEERING
REVISION:
SEE REVISION LOG
GENERAL SCALE U.N.O.
SCALE: I/11 = 11-011
SHEET CONTENTS:
%
REAR t SIDE
ELEVATIONS
'C' ELEVATION
,a,
NOTE: REFER TO STAMPED IS' SHEETS PREPARED BY BTL ENGINEERING
FOR ALL STRUCTURAL INFORMATION 4 ITEMS
FLOOR PLAN NOTES
I. CONTRACTOR SHALL VERIFY ALL NOTES, MATERIALS It CONDITIONS PRIOR TO
CONSTRUCTION.
WINDOWS t DOORS:
2. ALL EXTERIOR WINDOW t DOOR HEADERS TO BE INSULATED w/ R-10 INSULATION.
3. WINDOWS t DOORS ARE SHOWN It NOTED AS NOMINAL SIZES.
4. WINDOW HEAD HEIGHT R.O. SHOWN PER ELEVATIONS. EGRESS WINDOW SILL WEIGHT R.O. @
MAX. 42" A.F.F.
5. ALL WOOD IN CONTACT WITH CONC. TO BE PRESSURE TREATED.
6. EXTERIOR WALLS TO BE 2x6 STUDS @ 1611 O.C., U.NO.
7. GARAGE DOOR HEADERS @ 84" A.F.F.
8. EXTERIOR SWING DOOR HEADERS @ 83 1/2" A.F.F.
9. INTERIOR SWING DOOR HEADERS @ 83" A.F.F.
10. SWING DOORS TO FOLLOW CENTERLINE DIMENSION IN PLANS OR BE 3" MIN. ON HINGE SIDE.
11. GARAGE -TO -HOUSE DOOR TO BE A SOLID WOOD Na" THICK 20-MINUTE FIRE -RATED DOOR
w/ A SELF CLOSING HARDWARE DEVICE.
12. PER R311.3.1: THE LANDING OR FLOOR ON THE EXTERIOR SIDE OF ALL EXTERIOR DOORS
EXCEPT THE FRONT DOOR SHALL BE NOT MORE THAN 7-3/4" BELOW THE TOP OF THE
THRESHOLD PROVIDED THE DOOR DOES NOT SWING OVER THE LANDING OR FLOOR
13. ALL BI-FOLD t BI-PASS DOORS TO BE CENTERED, U.N.O.
FRAMING:
14. VERIFY FIREPLACE STYLE * LOCATION w/ SUPERVISOR PRIOR TO CONST.
15. FRAMERS TO INSTALL ALL WINDOWS 4 INTERIOR COLUMNS
16. TOWEL RING BLK'G @ 57" A.F.F.
17. TOWEL BAR BLK'G @ 48" A.F.F. 4 BLOCK BOTH BAYS.
18. TOILET PAPER HOLDER BLK'G @ 22" A.F.F. AND 42" FROM BACK WALL WHERE POSSIBLE
19. THERMOSTAT BLK'G @ 60" A.F.F
20. EXTERIOR LIGHT BLOCKS AT ALL FRONT ENTRY'S SHALL BE INSTALLED AT 7'-6" A.F.F.
21. THE TOP OF THE EXTERIOR LIGHT BLOCKS AT GARAGE SHALL ALIGN WITH TOP OF THE
GARAGE DOOR TRIM
22. ADD CONT. BLOCKING FOR STAIR HANDRAIL BRACKETS
23. STAIRS w/ WINDER STEPS WILL ALWAYS NAVE A CONTINUOUS HANDRAIL INSTALLED ON
THE INSIDE OF THE STAIR'S RUN
24. LADDER -BLOCK AT EXTERIOR WALLS AS NECESSARY FOR INSULATION INSTALL
VENTILATION:
25. WHOLE HOUSE VENTILATION SHALL BE PROVIDED BY A CENTRAL EXHAUST FAN IN
ACCORDANCE WITH M1505.4.1.1.
26. WHOLE HOUSE FAN SHALL OPERATE CONTINUOUSLY.
27. WHOLE HOUSE FAN CFM RATE BASED ON TABLE M1505.4.3(1). EXAMPLE: 70 CFM FOR 2600
SF HOME w/ 4 BEDROOMS, AND THEN INCREASE BY FACTOR OF 1.5 PER TABLE
M1505.4.3(2) TO ACCOUNT FOR NOT -BALANCED, NOT -DISTRIBUTED VENTILATION SYSTEM.
28. WHOLE HOUSE FAN SHALL BE 1.0 SONES OR LESS, AND SHALL NAVE AN EFFICACY OF 2.8
CFM / WATT PER WSEC R403.6.1.
29. FRESH AIR SHALL BE INTRODUCED INTO THE HOUSE VIA OPERABLE WINDOWS PER STATE
CODE INTERPRETATION 17-15.
30. PROVIDE A FRESH AIR TRANSFER GRILL ABOVE DOOR HEADER IN THE ROOM WITH THE
WHOLE HOUSE FAN.
31. PER IRC M1502.4.5.: WHERE THE DRYER VENT EXHAUST DUCT IS CONCEALED WITHIN THE
BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL BE
IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED
WITHIN 6FT OF THE EXHAUST DUCT CONNECTION.
LIFE SAFETY:
26. A HEAT ALARM OR NEAT DETECTOR RATED FOR AMBIENT OUTDOOR TEMPERATURES AND
HUMIDITY TO BE CENTRALLY LOCATED IN THE GARAGE.
27. THE HEAT ALARM OR HEAT DETECTOR WILL BE CONNECTED TO AN ALARM OR SMOKE
ALARM TWAT IS INSTALLED IN THE DWELLING AND LOCATED IN A HALLWAY, ROOM OR
OTHER LOCATION TWAT WILL PROVIDE OCCUPANT NOTIFICATION
10. SMOKE DETECTORS TO BE 110V, INTERCONNECTED, w/ BATTERY BACKUP 4 CENTRALLY
LOCATED IN EACW HABITABLE ROOM. ADDITIONAL SMOKE DETECTORS SHALL BE
INSTALLED WHERE THERE IS A CEILING HEIGHT CHANGE GREATER THAN 24
11. SMOKE DETECTORS SHALL BE INSTALLED NOT LESS THAN 3 FT HORIZONTALLY FROM THE
DOOR OR OPENING OF A BATHROOM TWAT CONTAINS TUB OR SHOWER. ER3141
12. IONIZATION SMOKE ALARMS:
SHALL NOT BE INSTALLED LESS THAN 20 FT HORIZONTALLY FROM A PERMANENTLY
INSTALLED COOKING APPLIANCE.
IONIZATION SMOKE ALARMS WITH AN ALARM -SILENCING SWITCH SHALL NOT BE INSTALLED
LESS THAN 10 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE.
24. PHOTO ELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 6 FT
HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE [R314]
25. GARAGE NOTE: WRAP ALL WARM WALLS AND SUPPORTING MEMBERS WITH 1/2" G.W.B. 4 5/8"
TYPE 'X' ON THE CEILING. POLY SEAL RIM, ENTIRE GARAGE TO MEET JURISDICTION
DRAFT STOP REQUIREMENTS
26. ENCLOSED USABLE SPACE UNDER STAIRS TO BE PROTECTED WITH y" GWB AT THE
WALLS, UNDER -STAIR SURFACES AND SOFFITS.
27. PROVIDE FIREBLOCKING PER PLAN AND @ ALL PLUMBING PENETRATIONS.
NOTE: REFER TO STAMPED IS' SHEETS PREPARED BY BTL ENGINEERING
FOR ALL STRUCTURAL INFORMATION 4 ITEMS
ELEVATION ,�
2xa PLATE @
RAISED WALL,
RIPPED TO -6"
Y4" SUB -FLOOR
I -JOIST
PER PLAN
BLDG PAPER
BTWN JOIST
END 4 CONC.
PLATE 4 STEM
WALL BEYOND -
RAISED
SECTION STEM
WALL
LINE OF
NERVESTRAL
BEHIND
BOTTOM OF
SIDING --f�
I
FRONT DOOR PER PLAN
2x4 CEDAR:TOE KICK
CENTEREDION DOOR
FRONT PORCH SLAB
4' -011
5q DOOR THRESHOLD
2x W.W.
TOE KICK
@ DOOR
(2)2x4's TO BE
REMOVED PRIOR
DOOR t JAMB -__'
TO FRONT
STEP/WALK BEING
CAULK BACK OF
POURED
THRESHOLD TO
NERVSTRAL
�O
4 ALL SEAMS
FRONT PORCH) FRONT PORCH * T.O. RAISED
SLAB. SLOPE STEM STEM WALL TO
Y" PER LIN. WALL T.O. FRONT PORCH
FT. MAX. STEM WALL = 7"
FRONT PORCH EXT . DETA L
SCALE: 1/2" = I'-011
CENTER TRIM 4 LANDING ON
FRONT DOOR / OPERABLE
SIDE OF SLIDER
EQ. t EQ.
FIXED
PANEL
24 HEARTWOOD CEDAR TRIM,
EQ. ALL SIDES, CAULK/SEAL
ol
3'x3' LANDING TYP.
POUR AGAINST
NERVASTRAL I
BACK PATIO's SHOULD ALWAYS
BE POURED IN THE DIRECTION
OF THE FIXED SIDE OF THE
S.G.D. WHENEVER POSSIBLE
DOOR 2x6 HEARTWOOD CEDAR TRIM
THRESHOLD LANDING PER PLAN. POUR
Z - - - - - - AGAINST NERVESTRAL 2x6 HEARTWOOD CEDAR
--� - ^^ TRIM w/ FLASHING @
NERVESTRAL �4 HOUSE INTERSECTION,
LANDING PER PLAN _ _ WHERE OCCURS
('mm. S'x3', TYP.)
-4t OF '5TFP S i BD BY I I LINE OF NERVESTRAL
MUD SILL SITE CONDI i !OHS
CONC. WALL SLAB ON GRADE y
SGD PER PLAN
OPERABLEI
PANEL I
I
EQ. xr I EQ.
FRONT PORCH 0 PATIO
Q.
V-6" LANDING TYP.
ol @ BACK PATIO's
Q.
SEE 9* FOR FRONT DOOR
AND FRONT PORCH DETAIL
EXT. LANDING DETAIL @
SLIDING GLASS DOOR/ TYP
SCALE: N.T.S.
0
18' -011
DRIVEWAY WI
WRAP NERVASTRAL
UP JAMB 6"
(2) V BEADS OF
CAULK UNDER
NERVESTRAL, (1)
WRAP EDGE t @ SIDES OF JAMB
THRESHOLD w/
ADD'L NERVASTRAL NERVASTRAL OR EQ
Dq TAESPOLD DETAIL
SCALE: 1-1/2 = 11-011
6'-011 1'-311
S EP UP
3°
TYP.
ol
0
S FEP UP
41 _011
EFt
6' -311 I. 2' -311
DRIVENAY/PORGN PLAN
SCALE: 3/8" = I'-0"
LL
19
51-2%41'
24"x36" HEAT
PUMP BASE
WHEN REQ'D
804 XOX
36'-01,
61 _6V2"
6'-011 2'-0" 6'-0111, V-0/11
NAIN FLOOR PLAN: 'B' ELEV.
RECEIVED
Jun 08 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
LLI
J
LLA
Lu
EL
O
-c 0
COPYRIGHT NOTICE: T14I5
PLAN 15 OWNED BY PACIFIC
RIDGE HOMES. USE OF THIS
PLAN IS PROHIBITED BY LAW
WITHOUT PAYMENT OF
LICENSE FEE TO PACIFIC
RIDGE HOMES.
PLAN SUMMARY
LOWER LEVEL OR BASEMENT SQ. FT.:
N/A
MAIN LEVEL SQ. FT:
1459
UPPER LEVEL SQ. FT.:
1861
TOTAL AREA SQ. FT.:
3320
GARAGE AREA SO. FT.:
53q
NEAT SOURCE:
ELECTRIC
ARCHITECTURAL PLANS COORDINATOR:
JWA
ENGINEER:
BTL ENGINEERING
REVISION:
SEE REVISION LOG
GENERAL SCALE U.N.O.
SCALE: YA" = 1'-0"
SWEET CONTENTS
MAIN FLOOR PLAN
SCALE: 1/4" = 1'-0"
30-0"
FLOOR PLAN NOTES
I. CONTRACTOR SHALL VERIFY ALL NOTES, MATERIALS CONDITIONS PRIOR TO
CONSTRUCTION.
WINDOWS t DOORS:
2. ALL EXTERIOR WINDOW t DOOR HEADERS TO BE INSULATED w/ R-10 INSULATION.
3. WINDOWS t DOORS ARE SHOWN It NOTED AS NOMINAL SIZES.
4. WINDOW HEAD HEIGHT R.O. SHOWN PER ELEVATIONS. EGRESS WINDOW SILL HEIGHT R.D. @
MAX. 42" A.F.F.
5. ALL WOOD IN CONTACT WITH GONG. TO BE PRESSURE TREATED.
6. EXTERIOR WALLS TO BE 26 STUDS @ 1611 D.C., U.NO.
7. GARAGE DOOR HEADERS @ 84" A.F.F.
8. EXTERIOR SWING DOOR HEADERS @ 83 1/2" A.F.F.
q. INTERIOR SWING DOOR HEADERS @ 83" A.F.F.
10. SWING DOORS TO FOLLOW CENTERLINE DIMENSION IN PLANS OR BE 3" MIN. ON HINGE SIDE.
11. GARAGE -TO -HOUSE DOOR TO BE A SOLID WOOD 0/8" THICK 20-MINUTE FIRE -RATED DOOR
w/ A SELF CLOSING HARDWARE DEVICE.
12. PER R311.3.1: THE LANDING OR FLOOR ON THE EXTERIOR SIDE OF ALL EXTERIOR DOORS
EXCEPT THE FRONT DOOR SHALL BE NOT MORE THAN 7-3/4" BELOW THE TOP OF THE
THRESHOLD PROVIDED THE DOOR DOES NOT SWING OVER THE LANDING OR FLOOR
13. ALL BI-FOLD 4 BI-PASS DOORS TO BE CENTERED, U.N.D.
FRAMING:
14. VERIFY FIREPLACE STYLE It LOCATION w/ SUPERVISOR PRIOR TO CONST.
15. FRAMERS TO INSTALL ALL WINDOWS * INTERIOR COLUMNS
16. TOWEL RING BLK'G @ 57" A.F.F.
17. TOWEL BAR BLK'G @ 48" A.F.F. 4 BLOCK BOTH BAYS.
18. TOILET PAPER HOLDER BLK'G @ 22" A.F.F. AND 42" FROM BACK WALL WHERE POSSIBLE
19. THERMOSTAT BLK'G @ 60" A.F.F
20. EXTERIOR LIGHT BLOCKS AT ALL FRONT ENTRY'S SHALL BE INSTALLED AT 7'-6" A.F.F.
21. THE TOP OF THE EXTERIOR LIGHT BLOCKS AT GARAGE SHALL ALIGN WITH TOP OF THE
GARAGE DOOR TRIM
22. ADD CONT. BLOCKING FOR STAIR HANDRAIL BRACKETS
23. STAIRS w/ WINDER STEPS WILL ALWAYS HAVE A CONTINUOUS HANDRAIL INSTALLED ON
THE INSIDE OF THE STAIR's RUN
24. LADDER -BLOCK AT EXTERIOR WALLS AS NECESSARY FOR INSULATION INSTALL
VENTILATION:
25. WHOLE HOUSE VENTILATION SHALL BE PROVIDED BY A CENTRAL EXHAUST FAN IN
ACCORDANCE WITH M1505.4.1.1.
26. WHOLE HOUSE FAN SHALL OPERATE CONTINUOUSLY.
27. WHOLE HOUSE FAN CFM RATE BASED ON TABLE M1505.4.3(1). EXAMPLE: 70 CFM FOR 2600
SF HOME w/ 4 BEDROOMS, AND THEN INCREASE BY FACTOR OF 1.5 PER TABLE
M1505.4.3(2) TO ACCOUNT FOR NOT -BALANCED, NOT -DISTRIBUTED VENTILATION SYSTEM.
28. WHOLE HOUSE FAN SHALL BE 1.0 SONES OR LE55, AND SHALL HAVE AN EFFICACY OF 2.8
CFM / WATT PER WSEC R403.6.1.
29. FRESH AIR SHALL BE INTRODUCED INTO THE HOUSE VIA OPERABLE WINDOWS PER STATE
CODE INTERPRETATION 17-15.
30. PROVIDE A FRESH AIR TRANSFER GRILL ABOVE DOOR HEADER IN THE ROOM WITH THE
WHOLE HOUSE FAN.
31. PER IRC M1502.4.5.: WHERE THE DRYER VENT EXHAUST DUCT 15 CONCEALED WITHIN THE
BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL BE
IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED
WITHIN 6FT OF THE EXHAUST DUCT CONNECTION.
LIFE SAFETY:
26. A NEAT ALARM OR HEAT DETECTOR RATED FOR AMBIENT OUTDOOR TEMPERATURES AND
HUMIDITY TO BE CENTRALLY LOCATED IN THE GARAGE.
27. THE HEAT ALARM OR NEAT DETECTOR WILL BE CONNECTED TO AN ALARM OR SMOKE
ALARM THAT IS INSTALLED IN THE DWELLING AND LOCATED IN A HALLWAY, ROOM OR
OTHER LOCATION THAT WILL PROVIDE OCCUPANT NOTIFICATION
10. SMOKE DETECTORS TO BE IIOV, INTERCONNECTED, w/ BATTERY BACKUP It CENTRALLY
LOCATED IN EACH HABITABLE ROOM. ADDITIONAL SMOKE DETECTORS SHALL BE
INSTALLED WHERE THERE 15 A CEILING HEIGHT CHANGE GREATER THAN 24
11. SMOKE DETECTORS SHALL BE INSTALLED NOT LESS THAN 3 FT HORIZONTALLY FROM THE
DOOR OR OPENING OF A BATHROOM THAT CONTAINS TUB OR SHOWER. IR3141
12. IONIZATION SMOKE ALARMS:
SHALL NOT BE INSTALLED LESS THAN 20 FT HORIZONTALLY FROM A PERMANENTLY
INSTALLED COOKING APPLIANCE.
IONIZATION SMOKE ALARMS WITH AN ALARM -SILENCING SWITCH SHALL NOT BE INSTALLED
LESS THAN 10 FT HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE.
24. PHOTO ELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 6 FT
HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE IR3141
25. GARAGE NOTE: WRAP ALL WARM WALLS AND SUPPORTING MEMBERS WITH 1/2" G.W.B. It 5/8"
TYPE 'X' ON THE CEILING. POLY SEAL RIM, ENTIRE GARAGE TO MEET JURISDICTION
DRAFT STOP REQUIREMENTS
26. ENCLOSED USABLE SPACE UNDER STAIRS TO BE PROTECTED WITH )/" GWB AT THE
WALLS, UNDER -STAIR SURFACES AND SOFFITS.
27. PROVIDE FIREBLOCKING PER PLAN AND @ ALL PLUMBING PENETRATIONS.
NOTE: REFER TO STAMPED IS' SHEETS PREPARED BY BTL ENGINEERING
FOR ALL STRUCTURAL INFORMATION t ITEMS
"
A 16
ol
A OF SOAP NICHE, SHOWER
PEX TUBING q CONTROL It SHOWER PAN
TYP. -
SHOWER CONTROLS
10x2411x61' DEEP
SOAP NICHE ---}� _J- C14
II I
BUTT NICHE TILE
INTO FIELD TILE,
TOP t SIDES--,- -
NQ
2411 - -
SECTION A -A BUTT FIELD P
(ZOOMED IN @ NICHE) TILE INTO -pj
BOTTOM OF-==-F---'�
NICHE TILE
(3) LAYERS I"
POLY -ISO RIGID APPROX. STUD
INSULATION, EXT. LAYOUT
WALLS ONLY _
SHOWER DOOR
LID
II II
1 II
FIELD TILE li
- II
4y4
11
II II
SHOWER PAN
SECTION A -A 2x6 or 2x4 2x8 WALL,
(@ EXTERIOR WALL) WALL PER PLAN BACK WALL OF
SHOWER, TYP.
SNOW ER SOAP N CAI E
PER PLAN
(l IIV I GI�IVIC VVHLL�
SCALE: NTS
1
r - - - - - - - - - - - - - - - - - - - - - - - 1
I MAKE UP AIR IS REQUIRED '
DOUBLE RIM OR ' FOR THE LAUNDRY ROOM AND
PROVIDE SPLICE I
CLOSET ENCLOSING THE AIR
' HANDLER IN ACCORDANCE
WITH 2O18 IMC 504.6
L----------------------
ADD FLAT
2X4 THROUGH
JOIST @ 5' O.C. 5/4IIx61l
yuxV2
2 2
0
1
STT HRS416Z.
ATTACH TO SECTION THRU
2x AND TO WALL CAP
STAIR RIM
--------------
PALF NALL FRAMING t CAP DETAIL
SCALE: 1/211=1-011'
- PROVIDE MIN. 30"
HEADROOM CLEARANCE.
- TRUSSES MUST BE
INSTALLED @ 24" O.C.
0
ATTIC ACCESS
SHEATHING ON
OUTSIDE OF
TRUSS MEMBERS
0
5/4 TRIMS GWB ATTIC
OR SIM. ACCESS LID
D39 ATTIC ACCESS DETA L
SCALE: 1/2 = 1'-011
GROUT
SEAL, TYP.
� SHOWER GLASS �
FRAME
SLOPED TILEky2
CAP
211 DRYWALL
CERAMIC TILE 12"W S.A.M.,
SURROUND BITUT14ENE a
OR EQUIV. 3
2x4 STACKED 1U11
BLOCKING AT o =
SHOWER PAN SHOWER CURB. N
(SOAKER TUB AT HALF
CL
SIM.) WALL, FRAME
LIKE HALF -
WALL. v
SUB FLOOR
TILED S�OHER CURB (qALF HALL SIM ,
SCALE: 3" = 1'-0"
--ic4
0
1
N
�Q
v
CID 1 Q,
1
o �
s
_!
�=cn�
o� N O
o N
oW
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7'-C1142"
17'-0Y211
11
4'-8
41_011 21_611
x.
71_nl/11
41_V11
01
81_011
4040 PIC,
.01
8046 XOX
0135.1 S.G.
(EGRESS)
CID
I I
CID
TR
3
i 6'2x7'3
72"66" FREE-
N
I 13
�I
STANDING TUB PER
I
Ln
SPEC. PROVIDE TEMP.
I I
®
LIMITING VALVE PER
2018 UPC 409.4
I `" I
-
z
HS
BDRM 1
BATH 1
CPT
o�
N
16'7x23'8
®
10'9xl7'3 2s6a
TR
=
I
I
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2
I
I
4'-I"
�i
i N
-
SD
2
IX
I
4'-6"
FP �,
B5
1 011
6'2x7'3
11
SH ER
i
2x8 WALL w/
w
A
L-------- -J
SOAP NICHE
Z2468
W/S(I) 2x6 WALL
TB
a
W/S
p --
-eTO
i
(VENT
ROOF)
SD
3
UTIL.
U_
I
61 SF
`Y ,
BDRM 2
' 13 10'65
X
A SS
01
41_ 611
6
LINE OF GARAGE
41
co
C14INSTALL
WHOLE
WALL BELOW
HOUSE FAN
TRANSFER GRILL?
%% I
i
=
N
ABOVE DOOR
(I
15'-OY11
BDRM 3
10'5x13'8
ol 41-611
m
2668
2668
1
m
LOFT
13'2x18'6
0
SD
2046 2046 PIC 2046 PIC 2046 PIC
CSMNT w/ w/ RAIL w/ RAIL w/ RAIL
RAIL 4 GRID t GRID GRID
GRID PER PER PER
PER ELEV. ELEV. ELEV. ELEV.
4'-q11
co �
2x4 SOFFIT ~
DN
17R,16T
4211 HALF WALL
4'-q11
co �
2x4 SOFFIT ~
DN
17R,16T
4211 HALF WALL
(LANDING)
3T
Ir
2r
OPEN TO
BELOW
38114 HALF WALL. _
I GWB or OPEN -
`RAIL PER SPEC
4T
5T
6T
ar
(LANDING)
clq
�r
16T 15T 14T 13T 12T 11T IOT 9T
24 KAI L
TR (2) 2x6 WALLS
® TP
60" VANITY 11-6 3 "x6 11oo T /
CPT HS HALL BATH sH R
3 ? i 2668 5'6x11'10 TB
I 3 I
I I
W/S(1) -----
--------
2668
41_611 HS
CPT
SD 4/0
BI-FOLD
a
OPEN TO
BELOW CIL
BDRM 4
10'lxll'll
2646 PIC 2646 CSMNT
3036
w/ RAIL t w/ RAIL
PIC
GRID GRID
PER ELEV. PER ELEV.
2'-311 21_0" 21_011 21_011 2'-011 21_311 21_911 21-611 21_611 2'-911
01
I 11 / II 01
1 /_ n 6" II n I 11
2-6 O 1A- 1Y 2-6 6-0 11-
11
36'-0"
UPPER FLOOR PLAN: E31 ELEV.
I 1
N N
CID
vv o
�
o
0 1
o �T
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o
1
NQ
u-
u-
I
1
V
C -
o �
o
m
1
N
co
o
kj
LU
LU
o
-
COPYRIGHT NOTICE: THIS
PLAN 15 OWNED BY PACIFIC
RIDGE HOMES. USE OF T14I5
PLAN 15 PROHIBITED BY LAW
WITHOUT PAYMENT OF
o LICENSE FEE TO PACIFIC
N RIDGE HOMES.
PLAN SUMMARY
LOWER LEVEL OR BASEMENT 50. FT.:
N/A
N MAIN LEVEL SG. FT.:
1459
UPPER LEVEL SQ. FT.:
1861
TOTAL AREA SQ. FT.:
3320
GARAGE AREA SQ. FT.:
539
11 IN HEAT SOURCE:
ELECTRIC
ARCHITECTURAL PLANS COORDINATOR:
JWA
ENGINEER:
BTL ENGINEERING
REVISION:
SEE REVISION LOG
GENERAL SCALE U.N.O.
SCALE: )1" = 11-011
SHEET CONTENTS:
UPPER FLOOR PLAN
RECEIVED SHEET NUMBER:
Jun 08 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT A5
FOUNDATION NOTES:
I. CONTRACTOR TO VERIFY ALL NOTES, MATERIALS, CONDITIONS
PRIOR TO CONSTRUCTION.
2. STEP FOUNDATION PER SITE CONDITIONS.
3. ALL WOOD IN CONTACT w/ CONCRETE TO BE PRESSURE
TREATED.
4. PROVIDE CONSTRUCTION / CONTROL JOINT IN SLABS PER
ARCHITECTURAL DRAWINGS. JOINTS SHALL BE APPROX. SQUARE
* 400 SQUARE FEET OR LESS.
5. CONTRACTOR TO VERIFY LOCATION OF KNOCK -OUTS FOR
STORM, SEWER, WATER 4 DRAINAGE.
6. 18" MIN. CRAWL SPACE CLEARANCE TO BOT. OF FLOOR JOISTS.
12" MINIMUM CRAWL SPACE CLEARANCE TO BOT. OF BEAMS.
7. COVER BOTTOM OF CRAWL SPACE w/ 6 MIL BLACK VAPOR
BARRIER. LAP JOINTS 12".
8. EXCAVATOR TO INSTALL (2) 2x4's FOR BLOCKING BETWEEN
DOWNSPOUT LOCATION It FNDN STEM WALL BEFORE INSTALLING
DOWNSPOUT TO TIGHTLINE CONNECTOR PIPE TO ENSURE PROPER
CLEARANCE FOR FLATWORK, SIDING MATERIAL, STONE VENEER.
ATTIC NOTES:
I, VENTED BIRD BLOCKING AND GABLE END VENTING 15 NOT
ALLOWED WHEN THE EXTERIOR WALL IS 5 FT OR LESS
FROM THE PROPERTY LINE OR WHEN THE EAVE OR
OVERHANG IS LESS THAN 5 FT FROM THE PROPERTY LINE.
SYMBOLS $ LEGEND
O
SMOKE DETECTOR
BIRD BLOCK OR
SMOKE/CO2 DETECTOR
SOFFIT VENT LOCATION
"
AF50 ROOF "JACK" AIR VENT.
�H
NEAT DETECTOR/ALARM
(w/ CUT-OUT SIZE t SHAPE)
— OR—
5" "
BATH FAN t BATH FAN VENT
FLOOR ABOVE
O5
(w/ CUT-OUT SIZE t SHAPE)
FLOOR BELOW
OWHOLE
HOUSE FAN VENT
SAFETY
(w/ CUT-OUT SIZE t SHAPE)
FURNACE VENT
ROOF SAFETY ANCHOR
(w/ CUT-OUT SIZE t SHAPE
ANCHOR
BUCK -OUT WHEN
WALL LENGTH IS
LONGER THAN 6'
P.T. 2x2
NAILER FOR
GARAGE WRAP (CORNER
t SIDING
ATTACHMENT CONDITION)
l PLAN VIEW AREA OF
RAISED STEM RAISED STEM
WALL
WALL: SIDING NAILER
D42 SCALE: 3/4" = II-011
P.T. 2x2 NAILER
FOR GARAGE WRAP
* SIDING ATTACHMENT
ELEVATION PLAN VIEW
GARAGE WRAP $ SIDING NA I LER's
,� C@ TALL GARAGE PIERS
SCALE: 3/4" = 1'-011
ROOF FRAMNG DIAGRAM $
I I
RELEVANT INFO.:ELEV.
SCALE: 3/16" = I'-0"
ROOF VENTILATION B ELEV MAIN ROOF
STANDARD TRUSS / SCISSOR TRUSS ROOF FRAMING ASSEMBLY
ATTIC AREA: 1,971.0
VENTILATION REQUIRED: 946 SQ IN (lsf PER 300sf OF ATTIC AREA)
PROVIDE 50-60% OF REQ'D VENTILATION WITHIN T OF EAVES & 40-50% WITHIN 3' OF RIDGE
LOWER VENTING REQUIRED: 50-60% OF VENTILATION REQUIRED
BIRD BLOCKING: 3.70 SQ IN NET FREE AREA PER LF
((3)-2" DIA SCREENED HOLES, EA TRUSS BAY)
LF OF BIRD BLK'G PROVIDED: 62 ACROSS FRONT AND REAR EAVES ONLY
(PROVIDE SOLID 2x BLOCKING ALONG EAVES WHERE WALLS OR OVERHANGS ARE PARALLEL
TO AND WITHIN 5FT OR LESS OF PROPERTY LINES)
BIRD BLOCK VENT'G PROVIDED: 229.2 SQ IN
AF-50 ATTIC ROOF JACK 50 SQ IN NET FREE AREA EA.
VENTILATION REQ'D / AREA PER VENT: 4.88
# ROOF JACKS PROVIDED: 8
ROOF JACK VENT'G PROVIDED: 400 SQ IN
TOTAL LOWER VENTILATION PROVIDED: 629.2 SQ IN (58.3%)
UPPER VENTING REQUIRED: 40-50% OF VENTILATION REQUIRED
AF-50 ATTIC ROOF JACK 50 SQ IN NET FREE AREA EA.
VENTILATION REQ'D / AREA PER VENT: 7.57
# ROOF JACKS PROVIDED: 9
TOTAL UPPER VENTILATION PROVIDED: 450.0 SQ IN (41.7%)
TOTAL VENTILATION AREA PROVIDED: 1079.2 SQ IN
t-- Lu
Q 0
�<
wQ
Q
D_ U_
v�
CL_ X
Q Lu
ROOF VENTILATION B ELEV LOWER ROOF
STANDARD TRUSS / SCISSOR TRUSS ROOF FRAMING ASSEMBLY
ATTIC AREA: 45.0
VENTILATION REQUIRED: 22 SQ IN (lsf PER 300sf OF ATTIC AREA)
PROVIDE 50-60% OF REQ'D VENTILATION WITHIN 3' OF EAVES & 40-50% WITHIN 3' OF RIDGE
LOWER VENTING REQUIRED: 50-60% OF VENTILATION REQUIRED
BIRD BLOCKING: 3.70 SQ IN NET FREE AREA PER LF
((3)-2" DIA SCREENED HOLES, EA TRUSS BAY)
LF OF BIRD BLK'G PROVIDED: 3 ACROSS FRONT AND REAR EAVES ONLY
(PROVIDE SOLID 2x BLOCKING ALONG EAVES WHERE WALLS OR OVERHANGS ARE PARALLEL
TO AND WITHIN 5FT OR LESS OF PROPERTY LINES)
BIRD BLOCK VENT'G PROVIDED: 11.1 SQ IN
TOTAL LOWER VENTILATION PROVIDED: 11.1 SQ IN (18.2%)
UPPER VENTING REQUIRED: 40-50% OF VENTILATION REQUIRED
AF-50 ATTIC ROOF JACK 50 SQ IN NET FREE AREA EA.
VENTILATION REQ'D / AREA PER VENT: 0.17
# ROOF JACKS PROVIDED: 1
TOTAL UPPER VENTILATION PROVIDED: 50.0 SQ IN (81.8%)
TOTAL VENTILATION AREA PROVIDED: 61.1 SQ IN
CRAWL SPACE VENTILATION
CRAWL SPACE AREA:
1,459.0
SQ FT
VENTILATION REQUIRED:
700.3
SQ IN (lsf PER 300sf OF CRAWL AREA)
FOUNDATION VENTS USED:
7" x 14"
NET FREE AREA PER VENT:
73.5
SQ IN (25% REDUCT w/ 1/4" MESH)
VENT AREA REQ'D / AREA PER VENT:
9.53
# OF VENTS REQUIRED:
10
7" x 14"
VENTS PROVIDED:
11
7" x 14" FOUNDATION VENTS
VENT AREA PROVIDED:
808.5
SQ IN
- - - - - - D/S D/S
b8"
�°J � I j
N 7
I I] 1
Q
CRAWL SPACE � �
FORCED AIR UNIT IN MEC� LINE OF DRAFT Ia" MINIMUM CRAWL SPACE. I ���I
12" MINIMUM UNDER BEAMS. I B�III CRAWLSPACE
CLOSET ON UPPER FLOOR. STOPPING AT 6 MIL BLACK POLYETHYLENE GROUND
IIIII
VENT, TYP
a to�� THE FLR TRUSS LAYOUT FLOOR TRUSSES: COVER. LAP JOINTS 12".
SHOULD LEAVE 2111 O.C. FLOOR TRUSS R-30 INSULATION ION BTWN JOISTS, L_—L�
MIN. CLR ALL SIDES MFR TO DESIGN
BELON FORCED AIR UNIT TRUSSES FOR
BLOCKING
I I
—
_i
. I i III o i II II
� I �
I I LJ
I I
I I
II
I I
I I
I I
---- 24" FLOOR
TRUSSES OVER
,/-GARAGE ONLY NIT1-I
R-3B BELON
DUCTWORK L = IL
I I
I I
I
I'
I
I I
I I
I I
I I
I I
I I I
I I
I I I
II
I
APPLY FSK PAPER AT
EXT. RIM OF GARAGE
100
4I -_
PITCH
in
UPPER FL. FRAMING DIAGRAM
)RELEVANT INFO.: 'B' ELEV.
SCALE: 3/16" = 1'-0"
5 I KLIU I UKAL.
O� MAIN FL. FRAMING DIAGRAM $
RELEVANT INFO.: 'B' ELEV.
SCALE: 3/16" = I'-0"
RECEIVED
Jun 08 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
COPYRIGHT NOTICE: THIS
PLAN IS OWNED BY PACIFIC
RIDGE HOMES. USE OF THIS
PLAN IS PROHIBITED BY LAW
WITHOUT PAYMENT OF
LICENSE FEE TO PACIFIC
RIDGE HOMES.
PLAN SUMMARY
LOWER LEVEL OR BASEMENT 50. FT.:
N/A
MAIN LEVEL SO. FT.:
1459
UPPER LEVEL SQ. FT.:
1861
TOTAL AREA SQ. FT.:
3320
GARAGE AREA 50. FT.:
539
NEAT SOURCE:
ELECTRIC
1JAM,
ENGINEER:
BTL ENGINEERING
REVISION:
SEE REVISION LOG
GENERAL SCALE U.N.O.
SCALE: I/II = 1'41
54EET CONTENTS:
DOWNSPOUTS,
VENTING, PLUMBING
DRAIN(S):
'C' ELEVATION
A A
ELECTRICAL PLAN NOTES:
1. SMOKE DETECTORS TO BE 110V, INTERCONNECTED, W/ BATTERY
BACKUP * CENTRALLY LOCATED IN EACH HABITABLE ROOM.
ADDITIONAL SMOKE DETECTORS SHALL BE INSTALLED WHERE
THERE IS A CEILING HEIGHT CHANGE GREATER THAN 24" (IRC R314)
2. A COMBINATION SMOKE / CARBON MONOXIDE DETECTOR SHALL BE
PLACED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE
IMMEDIATE VICINITY OF THE BEDROOMS. (IRC R315)
3. SMOKE DETECTORS SHALL BE INSTALLED NOT LESS THAN 3 FT
HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT
CONTAINS TUB OR SHOWER. (IRC R314)
4. IONIZATION SMOKE ALARMS:
SHALL NOT BE INSTALLED LESS THAN 20 FT HORIZONTALLY FROM
A PERMANENTLY INSTALLED COOKING APPLIANCE.
IONIZATION SMOKE ALARMS WITH AN ALARM —SILENCING SWITCH
SHALL NOT BE INSTALLED LESS THAN 10 FT HORIZONTALLY FROM
A PERMANENTLY INSTALLED COOKING APPLIANCE.
PHOTO ELECTRIC SMOKE ALARMS: SHALL NOT BE INSTALLED LESS
THAN 6 FT HORIZONTALLY FROM A PERMANENTLY
INSTALLED COOKING APPLIANCE (IRC R314)
5. PER IRC M1507.3.2.: A LABEL SHALL BE AFFIXED TO THE
WHOLE HOUSE FAN CONTROL THAT READS 11WHOLE HOUSE FAN
VENTILATION (SEE OPERATING INSTRUCTIONS)"
6. CEILING CAN LIGHTS OF A HABITABLE ROOM ARE TO BE INSTALLED
4' OR LESS FROM AN ADJACENT WALL SO A CEILING FAN RATED
JUNCTION BOX IS NOT NECESSARY
ELECTRICAL SYMBOL LEGEND
SYMBOL
DESCRIPTION
$
SINGLE POLE SWITCH
$#
MULTI -WAY SWITCH
0
IIOV DUPLEX CONVENIENCE OUTLET
IIOV DUPLEX CONV. OUTLET W/ GFI
(GROUND FAULT INTERRUPTER)
220v or 240v OUTLET (PER EQUIP. SPEC)
WP
IIOV DUPLEX OUTLET (WEATHER PROOF)
(1) IIOV OUTLET 4 (2) USB OUTLETS
BLANK PLATE
NWT
IIOV DUPLEX OUTLET FOR HOT WATER TANK
HALF HOT IIOV DUPLEX CONVENIENCE OUTLET
GARAGE DOOR OPENER IIOV DUPLEX OUTLET
(l DW
IIOV DISHWASHER OUTLET
SD
220V CLOTHES DRYER OUTLET
I(%
CLOTHES WASHER OUTLET
6;�00
220v OUTLET FOR ELECTRIC CAR CHARGER
0
RECESSED CEILING MOUNTED LIGHT FIXTURE
CEILING MOUNTED LIGHT FIXTURE
P PENDANT LIGHT FIXTURE
WALL MOUNTED LIGHT FIXTURE (INT. 4 EXT.)
FLUORESCENT FIXTURE
LESS
PORCELAIN KEYLESS LIGHT FIXTURE
IIOV SMOKE DETECTOR, W/ BATTERY BACKUP
COMBO CO2 4 SMOKE DETECTOR
HEAT DETECTOR / ALARM
RECESSED CEILING MOUNTED FAN, V.T.O.
wuF
WHOLE HOUSE FAN
TM J WHOLE HOUSE FAN TIMER CONTROL
MINI -SPLIT WALL MOUNTED HEATING 4 COOLING UNIT (MINI -SPLIT)
iff. ELECTRICAL CEILING HEATER STACKED DATA (TDP)
HEATER JACK 4 SMURF TUBE
THERMOSTAT ACCESS BLANK PLATE
TDP COMBO RG6 w/ (2) CAT5E
D/P COMBO JACK WITH (2) CAT5E
1 TELEPHONE JACK
SMURF
TUBE SMURF TUBE OR EQUIVALENT
HOME AUTOMATION CONTROLS
A/C WP PRE -A/C OR HEAT PUMP
DOOR BELL
A v I FLAT PANEL PRE -WIRE
❑ SURROUND SOUND SPEAKER
• CENTER ALL LIGHT FIXTURES ON
VANITY SINK(S).
• LIGHT FIXTURES OVER VANITIES
TO BE 82"-86" F.F.
• REFER TO CABINET LAYOUTS FOR
KITCHEN APPLIANCE AND VANITY
CENTERLINE LOCATIONS.
6
6
6
0
6
UPPER FLOOR ELECTRICAL
(ALL ELEVis SIM.)
SCALE: 1/4" = I'-0II
HWT TO BE
INSTALLED
IN THE 3rd
CAR
GARAGE OR
GARAGE
BUMP —OUT
WHEN THAT
OPT. IS
SELECTED.
w>;
IIA
FOR
UTILITY
LAYOUT,
SEE W5/11A
MAIN FLOOR ELECTRICAL PLAN
(ALL ELEV's S l� .
SCALE: Y" = 1'-011
'OWER "WHIP" +86"
400D +78"
ZANGE +18"
RECEIVED
Jun 08 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
�
oCL
<
CL
o
�
COPYRIGHT NOTICE: THIS
PLAN IS OWNED BY PACIFIC
RIDGE HOMES. USE OF THIS
PLAN IS PROHIBITED BY LAW
WITHOUT PAYMENT OF
LICENSE FEE TO PACIFIC
RIDGE HOMES.
PLAN SUMMARY
LOWER LEVEL OR BASEMENT SG. FT.:
N/A
MAIN LEVEL SG. FT.:
1459
UPPER LEVEL SQ. FT.:
1861
TOTAL AREA SQ. FT.:
3320
GARAGE AREA SQ. FT.:
539
HEAT SOURCE:
ELECTRIC
ARCHITECTURAL PLANS COORDINATOR:
JWA
ENGINEER:
BTL ENGINEERING
REVISION:
SEE REVISION LOG
GENERAL SCALE U.N.O.
SCALE: yll = 11_oll
SHEET CONTENTS:
ELECTRICAL PLANS
,47
- COMPOSITION ROOFING: - TRUSSES ARE STAMPED BY
15# FELT o/ 7/16" OSB MANUFACTURERS ENGINEER
SHEATHING o/ ROOF LICENSED IN WASHINGTON
TRUSSES PER PLAN STATE INSTALLED AND
BRACED PER MANUFACTURERS
SPECIFICATIONS LOADS: 25#
L.L.+ 15# D.L. = 40# TOTAL
R49 INSULATION
IN ATTIC - R38
@ VAULTS
Y2" GWB
CLASS II VAPOR RETARDER
PRIMER PAINT w/ A
MOISTURE PERM RATING OF
1.0 OR LESS (EX. RODDA
PAINT VAPOR SHIELD).
(2)24 TOP PLATES STD/BTR SPF
1/2" GWB
26 STUDS @ 16" O.C. TYP.
R21 BATT INSULATION.
(2) LAYERS #7 ATCO FELT
BARRIER OR HOUSE WRAP
7/16 O.S.B.
26 BOTTOM PLATE
NAIL PER SW SCH
3/4" TtG FLOORING NAIL AND GLUE —
2x10 @ RIM AND BLOCKING w/ R-21
FOIL FACED INSULATION, CLASS I OR II
FLOOR JOISTS PER PLAN
I/11 GWB
CLASS II VAPOR
RETARDER PRIMER
PAINT w/ A MOISTURE -
PERM RATING OF 1.0 OR
LESS (EX. RODDA PAINT
VAPOR SHIELD).
(2)26 TOP PLATES —
STD/BTR SPF
1/2" GWB
26 STUDS @ 16" O.C. TYP
R21 BATT INSULATION.
(2) LAYERS #7 ATCO FELT BARRIER
OR HOUSE WRAP
7/16 O.S.B.
26 BOTTOM PLATE NAIL PER SW SCH
RIM PER PLAN
ANCHOR BOLTS t
SPACING PER SW
SCHEDULE
R38 INSULATION '
26 PRESSURE TREATED MUD SILL
6 MIL BLACK POLYETHYLENE GROUND
COVER. LAP JOINTS 12"
INSULATION
BAFFEL EXTEND
12" ABOVE
INSULATION WITH
1 1/2" AIR SPACE
%x6
FASCIA-
(TYP)
511 CONT.
GUTTER
611 MIN.
TO SOIL
11111111l�i
0�i I II
TYP. EXTERIOR NALL SECTION
SCALE: N.T.S.
POWER C
PLASMA
OUTLET
SMURF 7
(1)LAYEF
(1) 3/411
PLYNOOL
BLACK t
BLANK F
w/ COAX
SMURF I
110V DUF
OUTLET
POKER C
\ \
�I\ II
II \ II
\ \
I
II
II
\
II II
II II
OPEN TO ABOVE
"
ii ii
II II
ii
II
PLASMA
OUTLET
SMURF 7
(1)LAYEF
\
\
(1) 3/411
\
\
PLYNOOL
\
BLACK t^
,2x10
\ \
BACKING
\
(TYP)
\
\
— — — %411 PLYWOOD
Lu
a
\
\ \
\
4
\\
\
\
BLANK F
° \
° \
Q
Q
\
\
w/ COAX
SMURF I
° \ \
HAND RAIL @ \ \
° \
°O
34"-38" \ \
110V DUF
\ \
ABOVE NOSE \
OUTLET
\
OF TREAD
CONNECT °
\
STRINGERS
TO RIM w/
LS50 TYP
AT STAIRS
ADJACENT EXTERIOR
WALLS, CONNECT
STRINGER TO 2x6
STUDS w/ 611 SDS
SCREWS AT EACH
STUD WHERE
POSSIBLE, TYP
ACCESSIBLE SPACE
UNDER STAIRS TO
BE 1" MIN GWB
II II
II II
\ V
0 \
° \
\ loll MIN' LINE OF CURB WHEN
\ TREAD II
° EPTH
RAILING OPT. CHOSEN. \
° a CURB TO BE 5" FROM
\ \ NOSING
O _ „ _,
Fil ° N_
II \
II \
II
NOTE: ALL STAIR CONSTRUCTION, ° \
CLEARANCES AND HANDRAIL
LOCATIONS PER IRC SECTION 312. °
I I
1x4 STRONG BACK
TYP STAIR SECTION
SCALE: N.T.S.
OTE: CHECK w/ CONTRACTOR
OR UPGRADE OPTIONS
7011
MIN.
FIREPLACE ELEV. - STONE ONE UNIT IN UPPER RIGHT CORNER
SCALE: N.T.S.
7011
,, MIN.
REPLACE ELEV. - TIE UNIT IN UPPER RIGHT CORNER
SCALE: N.T.S.
7%8` MAX RISER HEIGHT.
10" MIN TREAD DEPTH PROVIDE DRAFT STOPPING (GNB
w/ I (%" MIN. R
MAX RADIUSIUS X16') R DEGLASS) OR ASS AT BACK FACE
\\ STAIRS: OF FIREPLACE CAVITY
\
(3) 2x1211 STAIR
1 JACKS EA.
° 2x4 THRUST
BLOCK
2x4 FRAMING
ABOVE FIREPLACE
11%II
MIN.
F REPLACE PLAN V EN
SCALE: N.T.S.
45%11 R.O.
51_qu
IIy4II
MIN.
ELECTRIC FIREPLACE INSERT
11SIMPLIFIRE SF-ALL4B-BK11
2x4 FIREPLACE
NALL FRAMING
a
2xG R.O.,
o ALL SIDES
w
w
w o
X 2x4 FIREPLACE
`y NALL FRAMING
A -A FRArl NG SECTION
SCALE: N.T.S.
—V' ' 2x4 FIREPLACE
�— NALL FRAMING
� 0
3
26 R.O.,
0
ALL SIDES
Lll
w O
X 2x4 FIREPLACE
NALL FRAMING
A -A FRAMING SECTION
SCALE: N.T.S.
RECEIVED
Jun 08 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
LL
W
J
�
o
o
�LU
o
�
COPYRIGHT NOTICE: T14I5
PLAN 15 OWNED BY PACIFIC
RIDGE HOMES. USE OF THIS
PLAN 15 PROHIBITED BY LAW
WITHOUT PAYMENT OF
LICENSE FEE TO PACIFIC
RIDGE HOMES.
PLAN SUMMARY
LOWER LEVEL OR BASEMENT 50. FT:
N/A
MAIN LEVEL 50. FT.:
1459
UPPER LEVEL S0. FT:
1861
TOTAL AREA S0. FT.:
3320
GARAGE AREA SO. FT.:
53q
HEAT SOURCE:
ELECTRIC
ARCHITECTURAL PLANS COORDINATOR:
JWA
ENGINEER:
BTL ENGINEERING
REVISION:
SEE REVISION LOG
GENERAL SCALE U.N.O.
SCALE: YII = 11-0"
SHEET CONTENTS
ARCHITECTURAL
DETAILS
4�I
SLIDING GLASS DOOR
SELF ADHESIVE
PER PLAN
MEMBRANE PAN
SLIDING GLASS DOOR
FLASHING
NAIL FLANGE
NAIL ON FLEXIBLE
GALV 'Z' FLASHING
FLASHING
2" MIN FROM TOP OF
FLOOR JOIST
LEDGER TO LAG SCREW
PER PLAN
5/44 CEDAR DECKING
PER PLAN
2x PT JOIST PER PLAN
V,iiitil
HANGER PER PLAN
RIM JOIST PT LEDGER PER PLAN
BUILDING PAPER SHEATHING PER PLAN
INSTALLED BEHIND
LEDGER AND PAN SIDING PER PLAN
FLASHING. LAP LEDGER INSTALLED BEFORE SIDING
OVER HOUSE WRAP
w/ BUILDING PAPER BEHIND IT w/ 8"
EXPOSED ON ALL 4 SIDES
I n DECK LEDGER DETAIL
FRONT
CORNER
OF HOUSE
AT GARAGE
N.T.S.
V-0 TO NOSE BIB
3' 4' TO
C.L. OF
PRONTO
BEND ELECTRICAL
METER MAIN
PRONTO BEND
INSTALLED ON
EXT. OF HOUSE
HOSE
BIBB
INSTALL
GROUNDING
PROD 12" FROM
PRONTO BEND
FORTIFLASH o/ FLASHING
q" MOISTOP
AND MOISTOP. TURN
FORTIFLASH 1" ONTO
ALL SIDES t CORNER
FLASHING
2x2 TRIM @ PERI
]ELEC
TYP.
OPENING FOR
60 MIN. BLDG
METER BOX, FIRE
PAPER BEHIND
DIRECT VENT, RANGE
METER MAIN
DRYER VENT, ETC.
SEE DETAIL W10 FOR MOISTOP INSTALL
INSTRUCTIONS
ELECTRIC METER t
NOSE BIB
LOCATION
(NO
GAS
METER)
SCALE: N.T.S.
FRONT
CORNER
OF HOUSE
AT GARAGE
10-0 TO HOSE BIB
V-0 TO C.L.
OF PRONTO BEND
3' —611 31-011
EDGE TO EDGE TO
EDGE EDGE ELECTRICAL
METER MAIN
PRONTO BEND
INSTALLED ON
EXT. OF HOUSE
NOSE
GAS BIBB
METER INSTALL
GROUNDING
ROD 12" FROM —
PRONTO BEND
FORTIFLASH o/ FLASHING
q" MOISTOP
AND MOISTOP. TURN
FORTIFLASH 1" ONTO PANEL,
ALL SIDES t CORNERS.
FLASHING
2x2 TRIM @ PERIMETERLf
TYP.
OPENING FOR ELEC.
60 MIN. BLDG
METER BOX FIREPLACE
PAPER BEHIND
DIRECT VENT, RANGE VENT,
METER MAIN
DRYER VENT, ETC.
# SEE DETAIL 410 FOR MOISTOP INSTALL INSTRUCTIONS
ELECTRIC $ GAS
METER, NOSE
BIB CLEARANCES
$
LOCATIONS
30%
WATEI
BARR
JOINT
I NSTA
IN MO
CONTF
SIDING
PLAN
SIDING BUTT JO1 NT FLASHING
SCALE: N.T.S.
30# FELT PAPER
STARTER STRIP
FLASHING
GUTTER PER
PLAN ROOF TRUSS
FASCIA PER PLAN
� FLASHING DETAIL @ EAVE
SCALE: N.T.S.
OVERLAP MIN. 18"
I BLDG. PAPER TYP.
SIDING PER PLAN
2x2 PRIMED TRIM
N� SIDING /INSIDE CORNER
SCALE: N.T.S.
Na11 x 3" LAG SCF
POSITIVELY ATTACE
TO WALL STUDS. l
SCREW TO PENETR/
STUDS I" MIN., TYF
1/3 AND 2/3 HT
HWT. ATTACH w/ I
x 16 GA. STRAP
2/3 HT OF HW"
1/3 HT OF NWT
IP
LINE OF
NERVESTRAL
BEHIND
BOTTOM OF
SIDING
rvrrnln minl ill Im IAMM
EXTERIOR DOOR FLASH I NG
SCALE: N.T.S.
CENTER TRIM E LANDING ON
FRONT DOOR / OPERABLE
SIDE OF SLIDER
EQ. EQ.
5GD PER PLAN
OPERABLE
PANEL
---------- ----------
I I
EQ. j EQ.
I
I
I
I
FRONT PORCH 0 PATIO
Q.
3'-6" LANDING TYP.
@ BACK PATIO's
Q.
FIXED
PANEL
26 HEARTWOOD CEDAR TRIM,
EQ. ALL SIDES, CAULK/SEAL
3'x3' LANDING TYP.
POUR AGAINST
NERVASTRAL I
BACK PATIO's SHOULD ALWAYS
BE POURED IN THE DIRECTION
OF THE FIXED SIDE OF THE
S.G.D. WHENEVER POSSIBLE
2x6 HEARTWOOD CEDAR TRIM
DOOR
LANDING PER PLAN. POUR
THRESHOLD
AGAINST NERVESTRAL
26 HEARTWOOD CEDAR
- - -
/I
TRIM w/ FLASHING @
NERVESTRAL
I
HOUSE INTERSECTION,
LANDING PER PLAN _
WHERE OCCURS
(MIN. 3'x3', TYP.)
4 OF 5TEPS 5D by �—j I
LINE OF NERVESTRAL
MUD SILL
SITE CONDITIONS \ ;
CONC. WALL
SLAB ON GRADE°
SILL A
PER S
GYP. E
EXT W
PLAN
INSULA
(WHER
ij-1 r me,
SEE D38 FOR FRONT DOOR
AND FRONT PORCH DETAIL
EXT. LANDING DETAIL @
SLIDING GLASS DOOR, TYP
SCALE: N.T.S.
/rAI A\IT
WINDOW FRAME
3/8" BEAD CAULK
SEALANT
TRIM PER ELEVATION
(WHERE APPLICABLE)
MOISTOP (SEE DETAIL
W10 FOR INSTALL)
FORTIFLASH ON ALL
SIDES OF WINDOW
SIDING PER PLAN
BLDG. PAPER
PENETRATION
LEADER
/
ROUGH
OPENING
JAMB \
/SILL \
SILL .�
FLASHING
BUILDING PAPER TO EXTEND
MIN. 12" BEYOND ALL EDGES STEP I
OF THE PENETRATION . ATTACH SILL STRIP OF 9" WIDE MOISTOP (OR EQ.) FLASHING MATERIAL
WITH THE TOP EDGE EVEN WITH THE TOP OF THE ROUGH SILL.
• EXTEND THIS STRIP AT LEAST 12" BEYOND THE EDGE OF THE ROUGH
OPENING
PENETRATION PROTECTION • ATTACH FLASHING MATERIAL WITH CORROSION -RESISTANT STAPLES.
SCALE: N.T.S.
*NOTE: SEAL ALL
EXPOSED FASTENERS
SHEATHING PER PLAN
INSULATION BLDG PAPER
PER PLAN APPROVED FLASHING
(0.19 x 10" ROLL)
SIDING PER PLAN 1-1/2" GAP
BTWN ROOF AND SIDING
ROOF SHINGLES
30# FELT TO EXTEND UP
WALL 12" MIN.
7/16" PLYWD. SHEATHING
WINDOW SILL HOOD FRAME NALL
SCALE: N.T.S.
NOTE: USE 3 STRAPS ON 75 GALLON AND GREATER SIZES
WATER NEATER (NWT) STRAPS
—" ROOF SHEATHING PER PLAN
ROOF TRUSS
ROOF TO NALL FLASH I NG
SCALE: N.T.S.
GYP. BD.
TRIMMER
KING STU
SEALANT
MOISTOP
DETAIL W
FOR INST.
WINDOW F
SEALANT
TRIM PER
(WHERE AI I
i NINDON JAMB DETAIL
LAP SIDING, U.NO. (HOLD 1-1/2"
OFF ADJOINING ROOF)
METAL FLASHING
(MAY BE STEPPED)
BUILDING PAPER ON
SHEATHING (SIDING CUT
AWAY FOR CLARITY)
METAL RAIN DIVERTER (THE
PURPOSE IS TO SHED THE
WATER OFF THE ROOF AND
KEEP IT AWAY FROM THE
VERTICAL WALL BENEATH).
FASCIA PER PLAN w/
GUTTER
SCALE: N.T.S.
r
r
r
/
r r
r
r r
r r �
r r �
/
r /
r
/
*NOTE: SEAL ALL
EXPOSED FASTENERS
DETAIL ROOF/WALL INTERSECTION
CONT. BEAD OF
►�OOi
►000rol
BUILDING
BUILDING PAPER
PAPER TYP.
TYP
STEP 2
` ATTACH JAMB STRIPS OF 9" WIDE MOISTOP (OR EQ.).
FLASHING MATERIAL WITH INSIDE EDGE EVEN WITH THE JAMB
OF THE ROUGH OPENING.
` START JAMB STRIPS 2" BELOW SILL STRIP AND EXTEND 6"
ABOVE LOWER EDGE OF HEADER.
\\ LINE
NAIL FLANGE J LNPAPER UUNDERSILSTRIP
STEP 3 STEP 4
` APPLY A 3/8" CONTINUOUS BEAD OF CAULK TO THE BACK OF THE FRAME ` APPLY THE NEXT COURSE OF BUILDING PAPER (BUTTING TO THE
NAILING FLANGE AT ALL SIDES OF THE WINDOW FRAME OPENING) OVER THE JAMB FLASHING MATERIAL.
` PLACE AND SECURE FRAME INTO ROUGH OPENING WITH FLANGES OVER THE ` APPLY SUCCEEDING LAYERS OF BUILDING PAPER IN SHINGLE
INSTALLED JAMB AND SILL t JAMB MOISTOP (OR EQ.) FLASHING MATERIAL. BOARD FASHION UP THE WALL, LAPPING COURSES A MINIMUM OF
` NAIL WINDOWS PER WINDOW MANUFACTURER'S SPECIFICATIONS 1/2 PAPER WIDTH.
` STARTING FROM THE BASE OF THE WALL, APPLY BUILDING PAPER UNDER
THE SILL STRIP AND CUT ANY EXCESS BUILDING PAPER THAT MAY EXTEND
ABOVE THE SILL AND BETWEEN THE JAMBS OF THE OPENING.
` ADD FORTIFLASH STICK FLASHING @ BOTH SIDES OF WINDOW
` APPLY SLOPED 28 GA.. 2" BACK, PREFINISHED METAL FLASHING TO OPENING.
` APPLY 6" FORTIFLASH OVER TOP HEAD FLANGE OF WINDOW. EXTEND PAST
JAMB FLASHING 2"
STANDARD FLASH I NG MATERIAL APPLICATION AT OPENINGS
SCALE: N.T.S.
INSULATION
(WHERE OCCURS)
ND. FRAME WALL
PER PLAN
7/16" PLYWD. SNEATNING
BLDG. PAPER
SIDING PER PLAN
FORTIFLASH ON ALL
SIDES OF WINDOW
ROOF SHINGLES
PER SPEC.
30# ROOF FELT
7/16" OSB ROOF
SHEATHING
INSULATIO
(WHERE 0
ND. FRAM
PER PLAN
R-10 INSU
BEHIND NI
ALL HDR'E
GYP. BD.
HEADER F
(SEE E
WIND01^
7/16" PLYWD. SNEATNING
6" FORTIFLASH 0/ FLASHING
SIDING PER PLAN
BUILDING PAPER
MOISTOP (SEE DETAIL W110
FOR INSTALL)
MIN. 1/4" GAP BTWN SIDING
AND FLASHING
FLASHING TURN DC
1/4" AT EACH END
TRIM PER ELEVATI
(WHERE APPLICABL
SEALANT
WINDOW FRAME
NINDON HEAD DETAIL
SCALE: N.T.S.
STUDS @ 1611oc (NO POSTS/
POINT LOADS ABOVE VENTS)
SIDING PER PLAN
EQ. �, EQ. ,�� BOTTOM SILL PLATE -------
3/4" TtG SUBFLOOR
FLASHING
7-1/211x15-1/2" CEDAR RIM
VENTS w/ GALV SCREEN -
PROVIDE LOUVERED VENTS
@ FRONT ELEVATIONS
RIM PER PLAN '
P.T. MUD SILL '
CONCRETE FOUNDATION
**DO NOT INSTALL VENT(S) CLOSER THAN 3' TO GAS METER**
**BUILDING PAPER SHOULD BE INSTALLED OVER FLASHING##
NOTE: PER WSEG R402.2.7: WHEN FOUNDATION VENTS ARE NOT PLACED SO THAT THE TOP
OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION, A PERMANENTLY
ATTACHED BAFFLE SHALL BE INSTALLED AT AN ANGLE OF 30° FROM HORIZONTAL, TO
DIVERT AIR FLOW BELOW THE LOWER SURFACE OF THE FLOOR INSULATION.
FOUNDATION VENT
RECEIVED
�
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COPYRIGHT NOTICE: T14I5
PLAN 15 OWNED BY PACIFIC
RIDGE HOMES. USE OF THIS
PLAN 15 PROHIBITED BY LAW
WITHOUT PAYMENT OF
LICENSE FEE TO PACIFIC
RIDGE HOMES.
PLAN SUMMARY
LOWER LEVEL OR BASEMENT 50. FT:
N/A
MAIN LEVEL 50. FT.:
1459
UPPER LEVEL SQ. FT:
1861
TOTAL AREA S0. FT.:
3320
GARAGE AREA SO. FT.:
53q
HEAT SOURCE:
ELECTRIC
ARCHITECTURAL PLANS COORDINATOR:
JWA
ENGINEER:
BTL ENGINEERING
REVISION:
SEE REVISION LOG
GENERAL SCALE U.N.O.
SCALE: y'I = 1'-0"
SHEET CONTENTS:
WATER
INTRUSION
DETAILS
�1C
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
SCALE: N.T.S.
Jun 08 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Project Information Messages / Results "
PLAN NAME: POPLAR B 2018
PLAN SERIES: GLACIER Review required for custom entries: - Doors
JURISDICTION: CITY OF EDMONDS UA Reduction = 19.54, Proposed UA is better than baseline by 5%
Contact Information UA-reduction meets selected Option 1.3
JASON ATKIN
ARCHITECTURAL PLANS COORDINATOR
PACIFIC RIDGE HOMES Whole House Mechanical Ventilation Airflow Rate: 160 CFM with Run Time Percent of 50%, Balanced, Distributed
watkin acificrid ehomes.com
* Results assume your inputs are complete and correct. Results do not constitute an approval. Analysis should be reviewed by your AHJ.
ANALYSIS SET UP
What code compliance pathway are you using?
Prescriptive Path Compliance with Option 1 referred
Project Building Type?
New Construction
Occupancy Type?
R3 Single family homes and duplexes
Code Version?
WSEC 2018
Classification:
Medium Dwelling Unit -- 3320 sq. ft.
Baseline Description:
Code Baseline - Baseline and proposed window areas are equal.
About Your Selection:
Up to 15 sf exempt window and 24 sf exempt door allowable
RESULTS - Comparison of Baseline and Proposed Design
Component Performance, R occupancies
Doors U =
Overhead Glazing U =
Vertical Glazing U =
Flat/Vaulted Ceilings U =
Wall (above grade) U =
Floors over Crawlspace U =
Slab on Grade F =
Below Grade Wall U =
Below Grade Slab F =
Baseline
U Area UA
0.300
20
6.0
0.500
0
0.0
0.300
353
105.8
0.027
1,971
53.2
0.056
2,710
151.8
0.029
1,459
42.3
0.540
0
0.0
0.042
0
0.0
0.570
0
0.0
Proposed Design
U Area UA
0.300
20
6.0
0
0.0
0.277
353
97.5
0.027
1,971
53.2
0.054
2,710
146.3
0.025
1,459
36.5
0
0.0
0
0.0
0
0.0
Baseline UA Total 359.0 Proposed UA Total 339.5
Required Credits 6.0 Proposed Credits 6.0 from Tables 406.2 and 406.3
UA Percent Reduction 5.4%
UA Reduction 19.5
If the Proposed UA:5 the Target UA, and the Proposed Credits from Table 406 are > those required in Section R406, then the home meets the WSEC.
Table R406.2 Fuel Normalization Credits
System No.
Full Description
Select System Type
Fuel Normalization
Credits 406.2
Energy Credits 406.3
Total Credits
(406.2 & 406.3)
2
For an initial heating system using a heat pump that meets federal standards for the
equipment listed in Table C403.3.2(1)C or C403.3.2(2) OR Air to water heat pump units that
are configured to provide both heating and cooling and are rated in accordance with AHRI
550/590. Heat pump with electric resistance or fossil -fuel supplemental heat requires
compliance with WSEC 403.1.2 "Heat Pump Supplementary Heat". Packaged Terminal Heat
Pumps (PTAC-HP) requires an HSPF tested value (See SBC Interpretation dated December
2020).
Heat Pump, air-to-air or air to water
1.0
5.0
6.0
Ta le R406.3 Energy Credits
O do No.
Category
Sele ns
Energy
Credits
Brief Description of Selected Options*
1
Efficient Building Envelope
Option 1.�
0.5
U 0.28 Windows / R-38 floors or R-10 Fully insulated slab. Or 5%
reduction in UA
2
Air Leakage Control and Efficient Ventilation
Not Selected
0.0
3
High Efficiency HVAC
Option 3.5
1.5
Heat Pump: Air Source with min HSPF of 11
4
High Efficiency HVAC Distribution System
Option 4.2
1.0
Ducts/distribution system in conditioned space per R403.3.7
5.1
Efficient Water Heating
Not cted
0.0
5.2-5.
Efficient Water Heating
Option 5.5
2.0
NEEA Tier 3 heat pump water heater
6
Renewable Electric Energy
kWh
Not Selected
0.0
7
Appliance Package
Not Selected
0
Energy Credits
5.0
TABLV R406.2
FU NCRMAiATICyN CREDITS
Sy tern Credits ■
Description of Primary eating Source �
All Other Group R-2
2 For an initial h ating systen using a heat pump 1-0 1.0 ■
that meets f eral standar s for the equipment
listed in Tabl C403.3.2(1 C or C403.3.21;2 i �
or
Air to Ovate heat pump nits that are configured to
provide bI th heating a d cooling and are rated in
accorda a with AHR 550/S90
TABLE 406.3
ENERGY CREDITS
CREDITS}
OPTION
DESCRIPTION
All Other
Group R-2
1. EFFiCIEN BUILDING NVELOPE OPTIONS ■
Only o e option fro Items 1.1 through 1.7 may be selected in this category.
nce with th conductive UA targets is demonstrated using Section R402.1.4, Total UA alternative, where
[1-(P osed LI arget UA)] 3 the required %UA reduction
1.3
ve compliance is lased on Table R402-1.1 with the following
0-5
N/A
lons:
enestration U = 0.28
8
:
rade R-10 perimeter and under entire slab
/Beg
ade slab R-10 perimeter and under entire slab
ce based on Section R402.1.4: Reduce the Total conductive IUA
THERMAL ENVELOPE DETAILS - Proposed Design
Conditioned Floor Area, Proposed Design 3,320J sq. ft
Classification Medium Dwelling Unit
Notes
Exterior Doors
Plan
Component
Door
Width
Hei ht
ID
Description
Ref.
U
Cit.
Feet
Inch
Feet
Inch
Area
UA
Exempt
Code Baseline, U=0.30
0.30
1
2
8
6
8
18
5.3
FRONT
Fiberglass with 10% glazing
Custom
0.30
1
3
°
6
8
20
6.0
0
3
°
6
8
0
0.0
0
6
8
0
0.0
0
0.0
0
0.0
0
0.0
0
0.0
0
0.0
0
0.0
0
0.0
Sum of Area and UA (excluding exempt door) 20 6.0
Exterior Doors Area Weighted U 0.300
Overhead Glazing
Plan
ID
Component
Description
Ref.
Glazing
U
Qt.
Width
Hei ht
Area
UA
Feet
Inch
Feet
"cn
Sum of Area and UA 0.0 0
Overhead Glazing Area Weighted U
Vertical Glazing Schedule Rows to Show
17
Plan
ID
Component
Description
Ref.
Glazing
U
Qt.
Width
Height
Area
UA
Feet
Inch
Feet
Inch
Exempt
-
-
-
1
LIVING
U=0.28 (Options la, 1.3, 1.7
Table 406.2
0.28
2
2
°
2
°
8.0
2.24
2
LIVING
U=0.28 (Options la, 1.3, 1.7
Table 406.2
0.28
1
8
°
4
6
36.0
10.08
3
SGD
U=0.25 (Options 1b, 1.4
Table 406.21
0.25
1
6
°
6
10
41.0
10.25
4
NOOK
U=0.28 (Options la, 1.3, 1.7
Table 406.2
0.28
1
6
°
4
6
27.0
7.56
5
NOOK
U=0.28 (Options 1a, 1.3, 1.7
Table 406.2
0.28
1
4
°
2
°
8.0
2.24
6
BDRM 5
U=0.28 (Options la, 1.3, 1.7
Table 406.2
0.28
2
2
°
2
0
8.0
2.24
7
BDRM 5
U=0.28 (Options la, 1.3, 1.7
Table 406.2
0.28
2
2
6
4
°
22.5
1 6.30
8
BDRM 1
U=0.28 (Options la, 1.3, 1.7
Table 406.2
0.28
2
2
°
4
°
16.0
1 4.48
9
BDRM 1
U=0.28 (Options la, 1.3, 1.7
Table 406.21
0.28
1
8
°
4
°
36.0
10.08
10
BATH 1
U=0.28 (Options la, 1.3, 1.7
Table 406.2
0.28
1
4
10
4
°
16.0
4.48
11
BATH 1
U=0.28 (Options la, 1.3, 1.7
Table 406.2
0.28
1
2
°
4
0
8.0
2.24
12
BDRM 2
U=0.28 (Options la, 1.3, 1.7
Table 406.2
0.28
1
4
°
4
0
16.0
4.48
13
BDRM 3
U=0.28 O tions 1a, 1.3, 1.7
Table 406.2
0.28
1
4
°
4
°
16.0
4.48
14
LOFT
U=0.28 (Options 1a, 1.3, 1.7
Table 406.2
0.28
4
2
6
4
°
45.0
12.60
15
LOFT
U=0.28 (Options la, 1.3, 1.7
Table 406.2
0.28
1
3
°
3
16
10.5
2.94
16
BDRM 4
U=0.28 (Options la, 1.3, 1.7
Table 406.2
0.28
2
2
1,
4
6
22.5
6.30
17
STAIR
U=0.28 (Options la, 1.3, 1.7
Table 406.2
0.28
2
4
10
2
10
1 16.0
4.48
Sum of Area and UA 352.5 97.5
Vertical Glazing Area Weighted U 0.277
Vertical Glazing and Doors Area Weighted U 0.278
Flat/Vaulted Ceilings
Plan
ID
Component
Description
Ref.
Attic
U
Area
UA
R49 blown Attic STD baffled Code Baseline, Option 1.1-1.4
10-7
0.027
1,971
53.2
Sum of Area and UA 1,9711 53.2
Walls Above Grade
Plan
ID
Component
Description
Ref.
Wall
U
Net Area
UA
R21 cavit +RO foam INT 2X6W La Code Baseline
10-5
1 0.054
2,710
146
4.2 ,/AC equipment and associated duct system(s) installation shall comply -1.0 r•J."A
th the requirements of Section R40.3.3.7. ;
i
Locating system components in conditioned cra'hrl spaces is not permitted ;
under this option.
Electric resistance heat and ductless heat pumps are not permitted under ;
this option_
Direct combustion heating equipment with AFUE less than 80% is not
permitted under this option.
To qualify to claim this credit, the building permit drawings shall specify the
option being selected and shall specifFy the heating equipment type and ;
shall show the location of the heating and cooling equipment and all the ;
ductwork.
S. EFFICIENT WATER HEATING OPTIONS
Only one option from Items 5.2 through S.6 may be selected in this category. Item 5.1 maybe combined with any
■
S.S
ter heating system shall include one of the following:
2_0
2-5)
ectric heat pump water heater meeting the standards for Tier I I I of
00
EEA's advanced water heating specification
■
or
:
■
For R-2 Occupancy, electric heat pump water heaters), meeting the
standards for Tier III of NEEA's advanced water heating specification, shall
supply domestic hot water to all units- if one water heater is serving more
:
than one dwelling unit, all hot water supply and recirculation piping shall be
insulated with R-8 minimum pipe insulation..
To qualify to claim this credit, the building permit drawings shall specify the
option being selected and shall specify the water heater equipment type
=
and the minimum equipment efficiency_
3. HIGHI FICIENCY HVAC EQUIPMENT OPTIONS ■
■
n ne option from Items 3.1 through 3-6 may be selected in this category.
RECEIVED
ir-source_ centrally ducted heat pump with minimum HSPF of 11.0. 1 5
• Jun 08 2023
To qualify to claim this credit, the building permit drawings shall speciPj the :
CITY NDS
option being selected and shall S c' the heating equipment type and the DEVELOPMENT FOERVCES
P 9 Pe �' 9 eq P a x P ■
minimum equipment efficiency. DEPARTMENT
Sum of Area and UA 2,7101
146
Floor (over crawl or exterior
Plan
ID
Component
Description
Ref.
Floor
U
Area
UA
R38 vented Joist 16oc
10-3
0.025
1,459
36
Sum of Area and UA 1,4591
36
Slab on Grade (less than 2 feet belowgrade)
Plan
ID
Component
Description
Ref.
Slab
F
Slab Perim
FP
Sum of Perimeter and FP 0
0
Below Grade Walls and Slabs
Plan
ID
Component
Description
Ref.
Wall
U
Wall
Area
Wall
UA
Slab
F
Slab Perim
Slab
UA
Sum of Area, Length and UA 1 0 0.0 0
0
Ventilation Requirements
Number of Bedrooms
Run -Time Percent in Each 4-Hour Segment
Is the system Balanced?
Is the system Distributed?
Ventilation Code Section
Whole House Mechanical Ventilation Airflow Rate
5
50 %
Balanced Verify system meets definition of'Balanced Whole -House Ventilation'
Distributed Verify system meets definition of'Distributed Whole -House Ventilation'
IRC, Chapter 15
160 CFM
HVAC Thermal Distribution System
Download RS-33 (2018) htt ://www.ener .wsu.edu/Documents/Duct%20Testin %2OStandards%2
Is this a hydronic heating system? No
Location of Ducts Conditioned Space
Location of Air Handler Conditioned Space
Is Duct Testing Required? No
Option 4.2: A maximum of 10 feet of return ducts and 5 feet of supply ducts are allowed to be located outside of the building thermal envelope, if insulated and sealed per R403.3.7.
Links to Download Forms, Checklists and Other Resources
Link
Compliance Certificate Compliance Certificate Instructions
Insulation Certificate for Residential New Construction Insulation Certificate
Duct Testing Affadavits
Existing Construction Affidavit, Existing
New Construction Affidavit, New
Prescriptive Checklist for 2018 WSEC Prescriptive Checklist
Alterations (Remodel) Worksheet Worksheet
Show Heating System Sizin ? Show
Heating System Sizing - Proposed Design Try Out BetterBuiltNW's HVAC Sizing Tool: https:Hbetterbuiltnw.com/resources/hvac-sizing-tool
Nearest Weather Station
Indoor Design Temperature
Outdoor Design Temperature
Design Temperature Difference (AT)
Conditioned Floor Area, Proposed Design
Conditioned Volume
Leave blank to use default of 8.5 ft. ceiling height
HVAC System Type
Location of HVAC Distribution System
Sum of UA, including exempt door and window
Envelope Heat Load
Sum of UA X AT
Air Leakage Heat Load
((Volume X 0.6) X AT) X .018))
Building Design Heat Load
Air Leakage + Envelope Heat Loss
Building and Duct Heat Load
For ducts located in unconditioned space: Sum of Building Heat Loss X 1.1
For ducts located in conditioned space or ductless: Sum of Building Heat Loss X 1
Maximum Heat Equipment Output
Building and Duct Heat Loss X 1.25 for heat pumps
Building and Duct Heat Loss X 1.40 for all other systems
Edmonds
70 F
24 F
46 F
3,320 ft2
28,220 1 ft3
Heat Pump
Conditioned Space
F 345
15,862 Btu / Hour
14,020 Btu / Hour
29,882 Btu / Hour
29,882 Btu / Hour
37,353 Btu / Hour
TABLE M1505.4.3(I )
2018 WSEC WHOLE HOUSE MECHANICAL VENTILATION AIRFLOW RATE VENTILATION NOTES AND STANDARDS:
(VENTILATION RATES IN TABLE ARE MINIMUM OUTDOOR AIRFLOW I. WHOLE HOUSE VENTILATION SHALL BE PROVIDED BY A CENTRAL
RATES MEASURED IN CFM) EXHAUST FAN IN ACCORDANCE WITH M1505.4.1.1.
POPLAR 2. WHOLE HOUSE FAN SHALL OPERATE CONTINUOUSLY.
HOUSE NAME: 3. WHOLE HOUSE FAN CFM RATE BASED ON TABLE M1505.4.3(I).
EXAMPLE: 70 CFM FOR 4 BDRM 2600 SF HOME, AND THEN INCREASE
BY FACTOR OF 1.5 PER TABLE M1505.4.3(2) TO ACCOUNT FOR
WHOLE HOUSE FAN CFM CALC: 80 CF1" I x 1.5 = 120 CFN's NOT -BALANCED, NOT -DISTRIBUTED VENTILATION SYSTEM.
4. WHOLE HOUSE FAN SHALL BE 1.0 SONES OR LESS, AND SHALL HAVE
TABLE M1505.4,3(1) AN EFFICACY OF 2.8 CFM / WATT PER WSEC R403.6.1.
WHOLE -HOUSE MECHANICAL ►IENTILATION AIRFLOW RATE 5. FRESH AIR SHALL BE INTRODUCED INTO THE HOUSE VIA OPERABLE
NVmbcrof Bedrooms
Dwelling Unit
Poor Mils (aquero teat)
0.1
1 2
1 3 1
4
1 S or m.*
Ak#m Irt dm
< 500
30
3D
35
45
50
S01 • 1.0D0
30
35
40
50
55
9AU1 • i,sO6
30
40
4S
55
W
1.501 - 2,i740
35
45
,50
6t3
6$
40
5D
5S
2,501 -3,000
45
55
60
75
3.001 - 3.500
50
6o
65
1755
i -4.0W
55
Bs
70
65
4,001-4,5010
60
70
75
90
4,S01 - ra.001O
1 0
75
ao
80
95
WINDOWS PER STATE CODE INTERPRETATION 17-15.
6. LOCAL EXHAUST FAN RATES ARE AS FOLLOWS: KITCHEN - 100 CFM
INTERMITTENT. BATHROOMS/TOILET RMS - 50 CFM INTERMITTENT.
7. HEATING DUCTS ARE NOT ALLOWED TO DISPLACE REQUIRED
INSULATION WITHIN THE EXTERIOR WALLS, FLOORS AND CEILINGS.
8. PER IRC M1502.4.5.: WHERE THE DRYER VENT EXHAUST DUCT IS
CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT
LENGTH OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A
PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE
LOCATED WITHIN 6FT OF THE EXHAUST DUCT CONNECTION.
9. THE BUILDING'S THERMAL ENVELOPE SHALL BE CONSTRUCTED TO
LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQ'MNTS OF
SECTIONS R402.4.1-R402.4.4. AIR LEAKAGE RATES TO NOT EXCEED
5.0 A.C.N. (R402.4.1.2)
10. ENERGY CODE COMPLIANCE CHART WITHIN 3' OF ELECTRICAL PANEL.
11. A PROGRAMMABLE THERMOSTAT IS REQUIRED.
Mi505.4.3.1 venlflatlon quality adjustment, The minImum whole house ventllation rate from Seow 12. A MINIMUM OF 75% OF ALL LIGHTING MUST BE HIGH EFFICIENCY
I5Uh_4_;Sllroli M adlusled by the syMern caeitictenI In rable RAVK15.4_;i12) based an iM system type
n0I meeting the dei"m+ilion of a balanaad+4r�ro,ie F7du5e vera5latrtln system arttuor not m eating the
definition of a dijftured whole house vemrlaffon sysiern.
TABLE MISG5.4.3(2)
SYSTEM C0EFFICIENT (C,Y„sI„)
Systern Type
Distrlbuted
Not 0Istrlbuted
Balanced
1.D
1.25
Idol balanced
1.25
1.5
VENTILATION SCHEDULE
I
NUTONE OR EOUIV 1.0 SONES CFM RATE PER CALC.
02
NUTONE OR EOUIV 1.5 SONES
NOTES:
$ USE 100 CFM MIN. FAN AT KITCHEN
s USE 50 CFM MIN. FANS AT ALL OTHER LOCATIONS EXC. WHF
$ ALL FANS VENT TO OUTSIDE (V.T.O.)
LL
W
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COPYRIGHT NOTICE: T14I5
PLAN IS OWNED BY PACIFIC
RIDGE HOMES. USE OF THIS
PLAN 15 PROHIBITED BY LAW
WITHOUT PAYMENT OF
LICENSE FEE TO PACIFIC
RIDGE HOMES.
PLAN SUMMARY
LOWER LEVEL OR BASEMENT 50. Fr:
N/A
MAIN LEVEL 50. FT.:
1459
UPPER LEVEL S0. FT:
1861
TOTAL AREA S0. FT.:
3320
GARAGE AREA SO. Fr.:
53q
HEAT SOURCE:
ELECTRIC
ARCHITECTURAL PLANS COORDINATOR:
JWA
ENGINEER:
BTL ENGINEERING
REVISION:
SEE REVISION LOG
GENERAL SCALE U.N.O.
SCALE: YII = 11-0"
SHEET CONTENTS:
2018 WSEC
CREDIT OPTIONS
4 CALC's
All
GENERAL STRUCTURAL NOTES:
CRITERIA:
1.1 All Materials workmanship,design, and construction shall conform to the drawings, specifications, and the International Building Code IBC 2018 Edition
9 9 � P 9 (IBC),
1.2 Design Loading Criteria
The Design Loading of the Structure is as follows:
Live Loads (in accordance with IBC Table 1607.1)
Occupancy or Use
Uniform Live
Load
Concentrated
Live Load
Notes
Floor, Residential
40-psf
-
Balconies & Decks
60-psf
-
1.5 x Occupancy Load
Uninhabitable attic, with storage
20-psf
-
Concurrent with Snow Loads
Unihabitable attic, without storage
10-psf
-
Non -concurrent with Snow Loads
Handrails and Guards
-
200-lbs
Any point, any direction (ASCE 7-16, Section 4.5.1)
Wind Design Data
ASCE 7-16, Chapter 28: Simplified Envelope Procedure
Basic Design Wind Speed (3-sec gust), V
100 mph
Risk Catagory
II
Wind Exposure
B
Internal Pressure Coefficient
N/A
Exterior Components and Cladding
25-psf
Topographical Factor, Kt
1.00
Snow Loads
(ASCE 7-16, Chapter 7)
Ground Snow Load, Pg
25-psf
Flat Roof Snow Load, Pf = 0.7 C. Ct IS P9
25-psf
• Snow Exposure Factor, Ce
1.0
* Snow Load Importance Factor, IS
1.0
* Thermal Factor, Ct
1.2
Do not adjust for slope or drift unless noted on the Drawings.
See Drawings for Additional Loading Criteria.
Seismic Design Data
ASCE 7-16, Section 12.8: Equivalent Lateral Force Procedure
Risk Catagory
II
Seismic Importance Factor, le
1.0
Mapped Spect. Accel., Short Period, Ss
Mapped Spect. Accel., 1-Sec, S,
1.500
0.500
Site Class
D
Spectral Response Coeff., Short Period, SIDS
Spectral Response Coeff., 1-Sec, SDI
1.200
0.600
Seismic Design Catagory
D
Basic Seismic -Force -Resistance System
Ply. Shear Walls
Response Modification Factor, R
6.5
Seismic Response Coefficient, Cs
0.18
Design Base Shear, V
0.18 x Weight
1.3 Structural Drawings shall be used in conjunction with all other project documents for bidding and construction. Contractor shall verify dimensions and
conditions for compatibility and shall notify architect of all discrepancies prior to construction.
1.4 Contractor shall provide Temporary Bracing for the structure and structural components until all final connections have been completed in accordance with
the drawings.
1.5 Contractor shall be responsible for all safety precautions and the methods, techniques, sequences or procedures required to perform the work.
1.6 Contractor -initiated changes shall be submitted in writing to the Architect and Structural Engineer for approval prior to fabrication or construction. Changes
shown on shop drawings only will not satisfy this requirement.
1.7 Drawings indicate general and typical details of construction. Where conditions are not specifically indicated but are of similar character to details shown,
similar details of construction shall be used, subject to review and approval by the Architect and the Structural Engineer.
1.8 All structural systems composed of components to be field erected shall be supervised by the Supplier during manufacturing, delivery, handling, storage and
erection in accordance with instructions prepared by the Supplier.
GEOTECHNICAL:
2.1 Allowable Soil Pressure, Lateral Earth Pressure, and Soil Profile Type are assumed and therefore must be verified. If soils are found to be other than
assumed notifythe Structural Engineer for possible foundation redesign. Footings shall bear on firm undisturbed earth at least 18" below adjacent finished
9 P 9 9 1
grade. Unless otherwise noted, footings shall be centered below columns or walls above. Backfill behind all retaining walls with free draining, granular fill and
provide for subsurface drainage.
Geotechnical Properties
Soil Site Class
D
Allowable Soil Bearing Pressure
2000-psf
Active Lateral Earth Pressure (Unrestrained)
35-pcf
Seismic Lateral Earth Pressure
6H-psf
Passive Lateral Earth Pressure
300-pcf
Base Friction Coefficient
0.35
CONCRETE:
3.1 Concrete shall be mixed, proportioned, conveyed and placed in accordance with IBC Chapter 19 and ACI 318-14. Mix shall be proportioned to produce a
slump of 5" or less. All concrete with surfaces exposed to standing water shall be air -entrained with an air -content conforming to ACI 318-14 Table 19.3.3.1
Concrete Strength, based on IBC Section 1904.1, shall be as follows:
Type or Location of Concrete Construction
(Moderate Exposure)
Min. 28-Day Compressive Strength, f'c
Interior Slabs -on -Grade
2500-psi
Footings, Basement Walls, Foundation/Stem Walls
3000-psis
Specified compressive strength (fc) specifications address serviceability requirements. Design
strength of concrete is 2500-psi, therefore, strength tests are not required. Provided concrete mix
tickets verifying strength specifications.
3.2 Reinforcing Steel shall conform to ASTM A615/A615M-18el and the following:
Bar Size
Steel Grade
#5 bar and larger
Grade 60, fy = 60,000-psi
#4 bar and smaller
Grade 40, fy = 40,000-psi
Welded Wire Fabric shall conform to ASTM Al064/A1064M-18a
3.3 Reinforcing Steel shall be detailed (including hooks and bends) in accordance with ACI 318-14. Lap all continuous reinforcement (#5 and smaller) 2'-0"
minimum. Laps of larger bars (#6 and #7) shall be T-0", min. Provide corner bars at all wall and footing intersections and lap 2'-0" minimum. Lap adjacent
mats of welded wire fabric a minimum of 8" at sides and ends.
No bars partially embedded in hardened concrete shall be field bent unless otherwise noted on the drawings or approved by the structural engineer.
3.4 Concrete Protection (cover) for Reinforcing Steel shall be as follows:
Condition
Clear Cover
Footings and Unformed Surfaces cast against and permanently exposed to Earth
3"
Formed Surfaces exposed to Earth or Weather (#6 bars or larger)
2"
Formed Surfaces exposed to Earth or Weather (#5 bars or smaller)
1Y2"
Slabs and Walls, interior face (#11 bars and smaller)
3/a"
Column Ties or Spirals and Beam Stirrups
1Y2"
WOOD:
6.1 Framing Lumber shall be kiln dried or MC-19, and graded and marked in conformance with WCLB Standard Grading Rules for West Coast Lumber No. 17
Unless otherwise noted, furnish to the following minimum standards:
Member Use
Size
Species
Grade
Studs
2x, 3x
Hem -Fir or SPF
STUD
Joists/Rafters
2x, 3x
Hem -Fir
No. 2
Plates/Misc.
2x, 3x
Hem -Fir
No. 2
Beams
4x
Douglas Fir -Larch
No. 2
Posts
4x
Douglas Fir -Larch
No. 2
Timber, Beams
6x & Larger
Douglas Fir -Larch
No. 2
Timber, Posts
6x & Larger
Douglas Fir -Larch
No. 2
6.2 Glued Laminated Members shall be fabricated in conformance with ASTM and AITC Standards. Each member shall bear an AITC Identification Mark and
shall be accompanied by an AITC certificate of conformance. Furnish to the following minimum standards:
Member Use
Combination
Species
Fb,1
Fbx-
Fc1x
FAX
Ex
Beams
24F-V4
DF/DF
2400-psi
1850-psi
650-psi
265-psi
1800-ksi
Camber all glulam beams to 3,500' radius, unless otherwise noted. Glued laminated members exposed to
weather or moisture shall be treated with an approved preservative.
6.3 Engineered Wood shown on the drawings are based on product manufactured by Weyerhaeuser in accordance with ICC Report No. ES ESR-1387.
Alternate manufacturers may be used subject to review and approval by the Architect and Structural Engineer. All hangers and other hardware not shown
shall be designed and supplied by the Joist Manufacturer. Each piece shall bear a stamp or stamps noting the name and plant number of the manufacturer,
the grade, the ICC report number, and the quality control agency. Furnish to the following minimum standards:
Member Use
Product
Fb
Fel
F„
E
Beams
1.55E Laminated Strand Lumber (LSL)
2325-psi
800-psi
310-psi
1550-ksi
Beams
2.0E Laminated Veneer Lumber (LVL)
2600-psi
750-psi
285-psi
2000-ksi
Beams
2.0E Parallel Strand Lumber (PSL)
2900-psi
750-psi
290-psi
2000-ksi
Rim Boards
Laminated Strand Lumber (LSL)
1700-psi
680-psi
400-psi
1300-ksi
6.4 Engineered Wood I -Joists shown on the drawings are based on joists manufactured by Weyerhaeuser in accordance with ICC Report No. ES ESR-1153.
Alternate Engineered Wood I -Joists manufacturers may be used subject to review and approval by the Architect and Structural Engineer.
6.5 Prefabricated Connector Plate Wood Trusses shall be designed by the manufacturer in accordance with TPI 1-2014 for the spans and conditions shown on
the drawings. Wood trusses shall utilize approved connector plates (MITEK, ITW or other approved Truss Plate Manufacturer).
Unless otherwise noted, loading shall be as follows:
Roof Truss Design Loading
Member
Uniform Load
Top Chord Snow Load
Top Chord Wind Load (Uplift)
25-psf
15-psf
Top Chord Dead Load
7-psf
Bottom Chord Live Load
10-psf
Bottom Chord Dead Load
5-psf
Floor Truss Design Loading
Member
Uniform Load
Top Chord Live Load
40-psf
Top Chord Dead Load
10-psf
Bottom Chord Dead Load
5-psf
Submit shop drawings and design calculations prior to fabrication. Submitted documents shall bear the stamp and signature of a registered Professional
Engineer, State of Washington. Truss design drawings shall include, at a minimum, the following:
A. Slope or Depth, Span and Spacing
B. Location of all Joints and Support Locations
C. Number of Plies if greater than one
D. Required Bearing Widths
E. Design Loads and Locations: Include Top and Bottom Chord Live and Dead Loads, Girder Loads, and Environmental Loads (Seismic, Wind, Snow, etc.)
F. Other Lateral Loads, including Drag Strut Loads
G. Adjustments to Wood and Metal Connector Plate Design Value for Conditions of Use
H. Maximum Reaction Force and Direction (including Maximum Uplift)
I. Metal -Connector -Plate Type, Size, Thickness, and Location
J. Size Species and Grade for each Member
K. Truss -to -Truss Connections and Truss Field Assembly Requirements
L. Calculated Span -to -Deflection Ratio and maximum Vertical and Horizontal Deflection for Live and Total Loads
M. Maximum Axial Tension and Compression Forces in each Truss Member
N. Required Permanent Individual Truss Member Restraint Location and the Method and Details of Restraint Bracing to be used
O. Placement Layout including Bearing Points, Intersections, Hips, Valleys, etc.
P. Truss -to -Truss and Truss -to -Beam Connection Details and Hardware
6.6 Roof, Floor & Wall Sheathing shall be APA Rated, Exterior or Exposure 1 Plywood or OSB manufactured under the provisions of Voluntary Product
Standards DOC PS-1 or DOC PS-2, or APA PRP-108 Performance Standards and Policies for Structural Use Panels. See Drawings for thickness, span
rating, and nailing requirements. Unless otherwise noted, wall sheathing shall be (nominal) with Span Rating of 24/0. Glue floor sheathing to all
supporting members with adhesive conforming to APA Specification AFG-01.
6.7 Wood members shall be protected against decay and termites in accordance with IBC Section 2304.12. Where required, members shall be naturally durable
species or shall be treated with waterborne preservatives wood in accordance with American Wood Protection Association specification AWPA U1. Members
shall be clearly labeled. Modifed treated members (ripped or end cut) shall be field treated in accordance with specification AWPA M4.
WOOD (Continued):
6.8 Timber Connectors and Proprietary Fasteners shall be "Strong -Tie" by Simpson Company, as specified in their current catalog. Provide number and size of
fasteners as specified by manufacturer. Connectors shall be installed in accordance with the manufacturer's instructions. Where connector straps connect
two members, center strap on joint and provide number and size of fasteners as specified by manufacturer, with equal number and size of fasteners in each
member.
Alternate hardware manufacturer substitutions, such as USP Connectors, shall be ICC approval for equal or greater load capacities. All joist hangers and
other hardware shall be compatible in size with specified framing members. See Hanger Conversion Table for pre -approved substitutions.
Timber Connectors and their fasteners shall be protected from corrosion in accordance with manufacturer's recommendations or ASTM A 653, Type G185.
6.9 Dowel -Type Fasteners (Bolts, Lag Screws, Wood Screws and Nails) shall conform to Sections 11 and 12 of the ANSI/AWC NDS-2018.
Dowel Type Fastener
Grade
Requirements at Exterior Use or
Installation
when in Contact w/ Treated Lumber
ASTM B 695, Class 55 Galvanized
Bolts
ASTM A307
ANSI/AWC NDS-2018 Section 12.1.3
or Stainless Steel
Hole = Bolt 0 + (1/32" to 1/16")
Washer @ Bolt Head and @ Nut
All-Thread/Threaded Rod
ASTM F1554
ASTM B 695, Class 55 Galvanized
ANSI/AWC NDS-2018 Section 12.1.3
or Stainless Steel
Hole = Rod 0 + 0/32" to 1/16")
Washer @ Each Nut
Lag Screws
ASTM A307
ASTM A 153 Galvanized
ANSI/AWC NDS-2018 Section 12.1.4
or Stainless Steel
Lead Hole = 0.5 x Shank 0; Shank Hole = Shank 0
Washer @ Lag Head
Wood Screws
ASTM A 153 Galvanized
ANSI/AWC NDS-2018 Section 12.1.5
or Stainless Steel
Pilot Hole = 0.75 x Root 0 (Unless Self -Boring)
Nails
ASTM F1667
ASTM A 153 Galvanized
ANSI/AWC NDS-2018 Section 12.1.6
or Stainless Steel
Avoid Overdriving or Underdriving; Avoid Wood Splitting
Toenails 30°, 1/3 Nail Length from Joint
Nails specified on the drawings shall be as follows:
Nail Use
Penny
Weight
Grade
Framing Nails
12d Box
0.131 "0 x 3%"
Sheathing Nails
8d Common
0.131"0 x 2Y2"
E
All Metal Fasteners exposed to weather or in contact with treated wood shall be protected from corrosion according to table above. Nuts and bolts exposed
to weather or in contact with treated wood shall be galvanized in accordance with ASTM A153/A153M-16a or Stainless Steel. See above for Proprietary
Fastener requirements. Do not substitute standard Dowel -Type Fasteners for Proprietary Fasteners unless specifically allowed.
6.10 Wood Framing Notes: The following apply unless otherwise noted on the drawings:
W
A. All wood framing details shall be constructed to the minimum standards of the IBC. Nailing not specified on the drawings shall conform to IBC Table
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2304.10.1 or ICC ES ESR-1539. Coordinate the size and location of all openings with Mechanical and Architectural Drawings.
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B. Wall Framing: Stud wall size and spacing shall be in accordance with the plan notes. Two studs minimum shall be provided at the ends of all walls, at
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each side of all openings, and at the ends of all beams and headers. All stud bearing walls on wood framing shall have their lower wood plates attached
to framing or concrete below per P1-6 of the shear wall schedule.
C. Individual members of Built -Up stud posts shall be nailed to each other with framing nails @ 12"oc, staggered. Individual members of Built -Up joist
framing
beams shall be nailed to each other with nails @ 12"oc, staggered.
D. Solid blocking for wood columns shall be provided through floors to supports below.
E. Floor and Roof Framing: Provide solid blocking at all bearing points. Toenail joists to supports with two framing nails. Attach timber joists to flush
fy
headers or beams with metal joist hangers in accordance with notes above.
F. Roof and floor sheathing shall be laid up with grain perpendicular to supports and nailed per plan notes. Allow 1/8" spacing at all panel edges and ends
J
of floor and roof sheathing. Provide approved panel edge clips centered between joists/trusses at unblocked roof sheathing edges. All floor sheathing
have tongue Toenail blocking to framing 12"oc. At blocked floor diaphragms,
edges shall approved -and -groove joints. supports with nails @ and roof
provide flat 2x blocking at all unframed panel edges and nail with edge nailing specified.
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QUALITY ASSURANCE:
7.1 Special Inspection shall be in accordance with IBC Section 1704.2. Standard inspections shall be in accordance with IBC Section 110.
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7.2 Structural Observation in accordance with IBC Section 1704.6 is not required.
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REQ'D FOR MECH.
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STRUT TRUSS (F)
(DRAG LOAD = 2000LB)
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FLOOR TRUSSES
24"oc, TYP UNC
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FLOOR FRAMING PLAN NOTES:
1. Floor Sheathing shall be %" thick T&G (Panel Span Rating 48/24) with long dimension perpendicular to supports. Glue Sheathing
to all Framing Members and Blocking below with adhesive conforming to A.P.A.Specification AFG-01. Fasten Sheathing to
Framing with 0.131"0 x 21/2" Nails or Simpson WSV #9x2%2" screws as follows:
Framing, Edges
6"oc
Framing, Field
10"oc
Boundaries, Blocking, Struts
6"oc
At areas indicated as Blocked Diaphragm, provide 2x Flat Blocking (per General Structural Notes) at all Unframed Sheathing Panel
Edges. Fasten Sheathing to Framing and Blocking with 0.131"0 x 2Y2" Nails or Simpson WSV #9x2%2" screws as follows:
Framing, Edges
4"oc
Framing, Field
10"oc
Boundaries, Blocking, Struts
4"oc
See Drawings for other Sheathing Nailing requirements.
2. Floor Framing shall be as indicated on plan. Change spacing, as required, to meet the deflection requirements. Loading shall be
as follows, u.o.n.:
Top Chord Live Load
40-psf
Top Chord Dead Load
10-psf
Bottom Chord Live Load
N/A
Bottom Chord Dead Load
5-psf
Maximum Live Load deflection shall be L/480. Refer to General Structural Notes for other requirements.
ROOF FRAMING PLAN NOTES:
3. Roof Sheathing shall be �/6" thick (Panel Span Rating 24/16). Fasten Sheathing to Framing with 0.131 "0 x 2Y2" Nails as follows:
Framing, Edges
6"oc
Framing, Field
12"oc
Boundaries, Blocking, Struts
6"oc
At Unframed Panel Edges, provide PSCA Framing Clips centered between each Framing Member. See Drawings for other
Sheathing Nailing requirements.
At areas indicated as Blocked Diaphragm, provide 2x Flat Blocking (per General Structural Notes) at all Unframed Sheathing Panel
Edges. Fasten Sheathing to Framing and Blocking with 0.131"0 x 2Y2" Nails as follows:
Framing, Edges
4"oc
Framing, Field
12"oc
Boundaries, Blocking, Struts
4"oc
See Drawings for other Sheathing Nailing requirements.
4. Roof Framing shall be as indicated on plan. Refer to General Structural Notes.
5. Trusses marked Strut shall be designed to accommodate the indicated loads and connections.
6. Overframing Members shall be 2x4 @ 24"oc posted down to main framing below w/ 2x4 @ 48"oc, staggered, or as indicated by the
Truss Manufacturer.
7. Provide solid Flat Blocking at all Valleys. Fasten Sheathing to Blocking in accordance with Note 3.
8. Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends, typ.
WALL FRAMING PLAN NOTES:
9. Exterior Walls shall be Shear Wall type P1-6 with 2x6 Studs @ 16"oc, u.o.n.
Interior Bearing Walls shall be 2x4 Studs @ 16"oc, u.o.n. Interior Non -Bearing Walls shall be 2x4 studs @ 24"oc.
Where adjacent Shear Walls are in contact, nail studs together per 3/S06. See 1/S06 for special stud requirements at Shear Wall
types P1-3, P1-2, and P2-2.
10. Headers shall be 4x6, u.o.n. See Detail 13/S06.
11. Built-up Stud Groups in Walls supporting Beams, Posts or Girder Trusses above shall be (2) Studs, u.o.n. See General Structural
Notes for fastening requirements.
12. See 10/S06 for Simpson to USP hardware conversion table.
LEGEND
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FLUSH FRAMED (BOTTOM FLUSH W/ BOTTOM OF FRAMING)
POST BELOW RECEIVED
BLOCK THRU FLOOR FOR POST ABOVE Jun 08 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
HEADER PER PLAN NOTE 10
0 1 2 4 8 16
SO4B(M)
1/4"=1'-0"
—ADJUST STUD FRAMING
AS REQUIRED
MUDSILL
I I
II
II
II
II
III
PER PLAN
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II
II II
II II
II II
II II
Jill , ,4,
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BOAR
VENTS BETWEEN PLAN
° d JOISTS & T-0" MIN. FROM
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POST PER PLAN
SLAB -ON -GRADE
PER PLAN
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DIAPHRAGM BOUNDARY
NAILING
SHEATHING PER PLAN —
JOISTS PER PLAN
117�
UNBALANCED
FILL
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FOOTINGS AND STEM—/
WALLS PER PLAN
20
POST BASE PER PLAN W/
ALL -THREAD (SIZE PER MFR) AND
2Y2" SIMPSON SET EPDXY EMBED
(NO SPECIAL INSPECTION REQ'D)
III III
III —III —III —III —I
° I III III III Ili=
STEM WALL AND FOOTING
PER 1/S07
15
SHEATHING PER 1/S06
j 2x STUD WALL PER PLAN
12d @ 6"oc TO RIM
SHEAR WALL EDGE NAILING
SPLICE SHEATHING
AS REQUIRED
SHEAR WALL EDGE NAILING
15'16" VERSA -LAM 1.4E 1800
\ RIM BOARD (ALT: 1Y4' LSL
RIM BOARD)
156" VERSA -LAM / 1Y4" LSL
BLOCKING W/ 12d TOENAILS
@ 6"oc
MUDSILL & ANCHOR
BOLTS PER 1/S07
STEM WALL AND FOOTING
(1)#4 x 36" DIAGONAL
MUD:
JOIST
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REINFORCING
10 FOR CALL -OUTS
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BLOCKING WHERE BEARING
WALL OCCURS
PLAN
SIZE
REINFORCING
DETAIL
CAL OUT
REFERENCE
18
18" sq x 12" thick
NO REINF.
(2) #4 EA. WAY
-
24
24" sq x 12" thick
BOTTOM
30
30" sq x 12" thick
(3) #4 EA. WAY
-
BOTTOM
36
36" sq x 12" thick
(4) #4 EA. WAY
BOTTOM
42
42" sq x 12" thick
(5) #4 EA. WAY
-
BOTTOM
5
BEAM PER PLAN
1x4 x 12" EA. SIDE
w/ (4) 12d EA.
MEMBER
MAB15, POST TO FOOTING —
U.O.N ON PLAN (ALT: A34
CLIP EA. SIDE W/ 0.131"0 x 2"
MIN. CONC. NAILS TO FTG)
REINF. PER PLAN
Trio oEir IE OEM
19
-NORMAL FOOTING
REINFORCING
—ADD'L BARS TO
MATCH NORMAL
REINFORCING
NE OF EXCAVATION
STEP IN FOOTING
14
BEARING WALL
(WHERE OCCURS)
POST PER PLAN
(2) LAYERS BLDG PAPER BTWN
POST AND CONC.
FOOTING
PER PLAN
CONT. TOP PLATE PER 18/S06
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ADD'L STUD
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a
HOLD DOWN PER PLAN
of
w
(APPLY OVER SHEATHING)
ANCHOR
BOLTS PER 1/S06
A.
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FOOTING PER 1/S07
(HOOK AROUND
d
FTG. REINF)
a
d
a
a a
Q
d
Q d d
DIAPHRAGM BOUNDARY NAILING
PT 2x8 MUDSILL RIPPED TO
MATCH STEMWALL WIDTH W/
A.B.'S AND PLATE WASHERS
PER 1/S06
SHEATHING PER PLAN
13
(2)2x STUD - NAIL SHEATHING
TO EACH MEMBER w/ HALF OF
SHEATHING NAILS
STRAP HOLD DOWN PER PLAN
APPLIED OVER SHEATHING
ANCHOR BOLTS PER 1/S06
*NO NAILS STEM WALL PER
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HOLES*
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2x STUD WALL PER PLAN
(2) 2x6 PT MUDSILL
SLAB -ON -GRADE 5'8" O ALL -THREAD W/ PLATE
PER PLAN WASHERS PER 1/S06 AND 2?2"
SIMPSON SET EPDXY EMBED
(NO SPECIAL INSPECTION REQ'D)
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—STEM WALL AND FOOTING d
PER 1/S07 a
SHEATHING PER 1/S06
PROVIDE SQUASH BLK'G
2x STUD WALL PER PLAN UNDER POSTS AND BUILT UP
STUDS ABOVE (MATCH SIZE
ABOVE)
FACENAIL PER 1/S06
SHEATHING
NAILS @ 4"oc
PANEL EDGE NAILING
JOISTS PER PLAN
UNBALANCED FILL
JOISTS PER PLAN
ITS2.37/9.5 HANGERS
d
JOIST BLOCKING @ 48"oC d
(ALT: ITS2.06/9.5
(NOT REQUIRED IF a
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STEM WALL & FOOTING
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PER 1/S07
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BETWEEN JOISTS & STEM WALL
--I
I
SEE 6/S07
FOR CALL -OUTS
9
Q
IN COMMON
SLAB -ON -GRADE
PER ARCH'L DRIVEWAY PER ARCH'L
III=III-III-III-III-1
11 1E I I IIF
d COMPACT STRUCTURAL
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REINF. PER 1/S07
3
2x STUD WALL PER PLAN
MUDSILL PER 1/S07
SLAB -ON -GRADE
PER PLAN
ri X
UNBALANCED
FILL
SHEATHING PER 1/S06
PANEL EDGE NAILING
STEM WALL AND FOOTING
PER 1/S07
12
7
DIAPHRAGM BOUNDARY
NAILING
PROVIDE SQUASH BLK'G
UNDER POSTS AND BUILT UP
STUDS ABOVE (MATCH SIZE
ABOVE)
JOISTS PER PLAN
1516" VERSA -LAM 1.4E 180
RIM BOARD (ALT: 114" LSL
RIM BOARD)
2x6 P.T. PLATE W/
MUDSILL ANCHORS
PER 1/S06
2x6 P.T. PLATE
w/ A.B.'s AND PLATE
WASHERS PER 1/S06
#4, TOP (LOCATE IN TOP
12" OF STEMWALL)
(2)2x STUD - NAIL SHEATHING
TO EACH MEMBER w/ HALF OF
SHEATHING NAILS
I
STRAP HOLD DOWN PER PLAN
APPLIED OVER SHEATHING
ANCHOR BOLTS PER 1/S06
U
STEM WALL PER
FOUNDATION PLAN
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#4 @ 36"oc, VERT. HOOKED BAR
#4 @ 24"oc, HORIZ.
(1)#4, BOTTOM
16
SHEATHING PER 1/S06
—2x STUD WALL PER PLAN
— 12d @ 6"oc
SHEAR WALL EDGE NAILING
SPLICE SHEATHING
—SHEAR WALL EDGE NAILING
STEM WALL AND FOOTING
PER 1/S07
ALT. MUDSILL ANCHOR
4'-0" MAX
UNBALANCED
FILL
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CITY OF EDMONDS
2 DEVELOPMENT SERVICES 1
DEPARTMENT
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